Document Douglas_doc_80d0751b9d

235 S. David, Suite D Casper, Wyoming 82601 [PHONE REDACTED] www.heinbond.com Architect 150 South Main Street Buffalo, Wyoming 82834 [PHONE REDACTED] klaa.com Structural Engineer 145 South Durbin, Suite 205 Casper, Wyoming 82601 [PHONE REDACTED] westplainsengineering.com Mechanical Engineer 145 South Durbin, Suite 205 Casper, Wyoming 82601 [PHONE REDACTED] westplainsengineering.com Electrical Engineer 6080 Enterprise Dr. Casper, Wyoming 82609 [PHONE REDACTED] www.cepi-casper.com Civil Engineer / Landscape Architect PROJECT TEAM 1120 East C Street Casper, Wyoming 82601 [PHONE REDACTED] www.inberg-miller.com Owner's Representative Provo, Utah [PHONE REDACTED] stimasolutions.com Estimator 2100 Downing St Denver, Colorado 80205 [PHONE REDACTED] hparch.com Library Consultant Converse County Library Expansion Feb. 24, 2015 New Douglas Library 300 Walnut Street, Douglas, Wyoming New Douglas Library Converse County Library Expansion 300 Walnut Street, Douglas, Wyoming SHEET LIST M001 MECHANICAL COVER SHEET M101 FIRST FLOOR HVAC PLAN M102 SECOND FLOOR HVAC PLAN M103 FIRST FLOOR PLAN - HVAC PIPING PLAN M104 SECOND FLOOR PLAN - HVAC PIPING PLAN M105 ROOF PLAN - HVAC M201 FIRST FLOOR PLUMBING PLAN M202 SECOND FLOOR PLUMBING PLAN M300 BELOW GRADE - WASTE VENT AND STORM M301 FIRST FLOOR WASTE VENT AND STORM M302 SECOND FLOOR WASTE VENT AND STORM M401 ENLARGED PLUMBING PLANS M402 SECTIONS M403 MECHANICAL PIPING DIAGRAMS M404 MECHANICAL DETAILS M501 MECHANICAL SCHEDULES E001 ELECTRICAL COVER SHEET E002 ELECTRICAL SITE PLAN E101 FIRST FLOOR LIGHTING PLAN E102 SECOND FLOOR LIGHTING PLAN E201 FIRST FLOOR POWER PLAN E202 SECOND FLOOR POWER PLAN E203 ROOF POWER PLAN E301 FIRST FLOOR SIGNAL PLAN E302 SECOND FLOOR SIGNAL PLAN E410 ELECTRICAL DETAILS E420 ELECTRICAL DETAILS E510 ELECTRICAL SCHEDULES E520 ELECTRICAL SCHEDULES SHEET LIST S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 GENERAL NOTES AND LOAD KEYS S004 TYPICAL CONCRETE AND HELICAL PIER DETAILS S005 TYPICAL GRADE BEAM DETAILS S006 TYPICAL STEEL CONNECTIONS S007 TYPICAL COMPOSITE STEEL DETAILS S008 TYPICAL STEEL AND ROOF DETAILS S009 TYPICAL MASONRY DETAILS S010 TYPICAL COLD FORMED DETAILS AND SCHEDULES S200 FOUNDATION LOAD PLAN S201 FOUNDATION PLAN S202 UPPER LEVEL FRAMING PLAN S203 ROOF FRAMING PLAN S204 STAIR LANDING FRAMING & DETAILS S301 BRACED FRAME ELEVATIONS S302 BRACED FRAME ELEVATIONS S303 BRACED FRAME DETAILS S310 WALL SECTIONS S401 FOUNDATION DETAILS S402 FRAMING DETAILS S403 ROOF DETAILS S404 AWNING FRAMING S501 SCHEDULES SHEET LIST A000 Cover G101 DATA SHEET G102 WALL TYPES C0.1 DETAILS C1.1 DEMO PLAN C1.2 GRADING AND LAYOUT PLAN C1.3 SITE PLAN I101 IRRIGATION PLAN I102 IRRIGATION DETAILS L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN A201 BUILDING ELEVATIONS A202 BUILDING ELEVATIONS A301 BUILDING SECTIONS A302 BUILDING SECTIONS A401 WALL SECTIONS A402 WALL SECTIONS A411 NORTH STAIR PLANS AND SECTIONS A412 WEST STAIR PLANS AND SECTIONS A501 FIRST FLOOR - ACCESS FLOORING A502 SECOND FLOOR - ACCESS FLOORING A511 FIRST FLOOR FINISH PLAN A512 SECOND FLOOR FINISH PLAN A521 FIRST FLOOR FURNITURE PLAN A522 SECOND FLOOR FURNITURE PLAN A601 ENLARGED PLANS A610 INTERIOR ELEVATIONS A701 CURTAIN WALL AND STOREFRONT ELEVATIONS A702 DOOR SCHEDULE A801 MOVABLE READING NOOK A901 FIRST FLOOR REFLECTED CEILING PLAN (option a) A902 SECOND FLOOR REFLECTED CEILING PLAN (option a) SET # REF # 2/24/2015 L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . ---PAGE BREAK--- 1. Occupancy Classification A-3 2. Height, Area and Type of Construction Building Area Main Floor 15,345 sf Second Floor 15,007 sf Total 30,352 sf Building Height 36 feet Type of Construction II-A Allowable Building Area (table 503) 15,500 sf Allowable Building Height (table 503) 65 Allowable stories (table 503) 3 Increase taken No 3. Fire Resistance Rating Requirements for Building Elements (table 601) Primary Structural Frame 0* (hour) Exterior Bearing Walls 1 Interior Bearing Walls 0* Interior Non-bearing walls/ partitions 0 Floor construction 0* Roof construction 0* *Fire sprinkler system substituted for 1-hour fire resistance rated construction 4. Fire Separation Distance North 8 feet (property line) East 15.5 (center of alley) South 41 (center of Walnut Street) West 41 (center of North 3rd Street) Maximum Area of Exterior Wall Openings (705.8) Permitted (UP,S) Provided North 25% East 75% South No Limit West No Limit 5. Fire Sprinkler System Provided Yes 6. Design Occupant Load Second Floor 148 Main Floor 370 Total 510 Exit Width Required 104 in. Exit Width Provided 288 in. 7. Plumbing Fixtures Required Provided Water Closets (M)3 (F)4 (M)6 (F)5 (U)2 Lavatories (M)2 (F)2 (M)4 (F)4 (U)2 Drinking Fountains 2 2 Bath tubs / Showers - - Service Sinks 1 2 BUILDING CODE INFORMATION THE CONSULTANTS' DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE THE ARCHITECTURAL AND THE CONSULTING ENGINEER'S DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE. IF ANY DISCREPANCIES ARE FOUND THEY ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS NOTED OTHERWISE ON THE PLAN. ALL CONSTRUCTION SHALL COMPLY ALL APPLICABLE CODES. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT SIGNS SHALL CONFORM WITH THE INTERNATIONAL BUILDING CODE. PROVIDE EXIT ILLUMINATION THROUGHOUT AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS AS REQUIRED BY THE LOCAL CODES. ALL FIRE EXTINGUISHERS WILL BE PROVIDED BY THE OWNER. ALL EXPOSED METAL SHALL BE PAINTED AS A PART OF THE WORK OF THIS SECTION. COLOR TO BE SELECTED BY THE ARCHITECT. THIS INCLUDES EXPOSED DECKING, JOISTS, DUCTWORK, SPRINKLER, LOUVERS, LIGHT FIXTURES, TRIM RINGS, DIFFUSERS, RETURN AIR GRILLES, SMOKE DETECTORS, ACCESS PANELS, FIRE EXTINGUISHER CABINETS, ETC. DO NOT ASSUME THAT ALL ITEMS ARE TO BE THE SAME COLOR OR THAT CERTAIN ITEMS WILL MATCH THE SURROUNDING ADJACENT COLORS. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES FOR THROUGH PENETRATIONS FIRESTOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE U.L. LISTING TO THE ARCHITECT, AND SUCH DRAWINGS SHALL BE MADE AVAILABLE TO THE CITY OF CASPER INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION AND WITH ALL VARIABLES DEFINED. THERMOSTATS TO BE LOCATED DIRECTLY ABOVE LIGHT SWITCHES, OR 12" WITHIN THE EDGE OF WALL 60" ABOVE FINISHED FLOOR IF NO LIGHT SWITCH OCCURS. VERIFY ALL OTHER CONDITIONS WITH THE ARCHITECT. ALL THERMOSTAT LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ALL ELECTRICAL AND TELEPHONE OUTLETS TO BE + 18" ABOVE FINISHED FLOOR U.N.O. ALL OUTLETS TO BE MOUNTED IN A HORIZONTAL POSITION SUCH THAT THE OUTLET'S LONGEST DIMENSION IS HORIZONTAL. ALL LIGHT SWITCHES ARE TO BE MOUNTED 54" ABOVE FINISHED. FLOOR (CENTER OF CONTROLS) U.N.O. RECEPTACLES AND TELEPHONE BOXES ARE TO BE MOUNTED OFFSET SO THEY ARE NOT DIRECTLY BACK-TO-BACK. SEE LIGHTING PLANS AND FIXTURE SCHEDULE FOR FURTHER INFORMATION. FIELD VERIFY ALL CONDITIONS BEFORE ANY CONSTRUCTION. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. GENERAL CONTRACTOR IS TO COORDINATE ALL ELECTRICAL, MECHANICAL, AND PLUMBING AROUND THE STRUCTURE TO ELIMINATE ANY CONFLICTS IN CEILING HEIGHT, ACCESS TO FIXTURES, EQUIPMENT, ETC. PROVIDE BLOCKING IN WALLS AND CEILINGS FOR ALL FIXTURES, ACCESSORIES, AND EQUIPMENT. ALL GYPSUM BOARD TO BE 5/8" "TYPE X" U.N.O. USE MOISTURE RESISTANT BACKER BOARD AT ALL WALLS TO BE FINISHED WITH CERAMIC TILE. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. GENERAL NOTES REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:40 PM G101 JCB FEB 24, 2015 13-CCLS DATA SHEET New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 Room Schedule Level Number Name Area Occupancy Area Per Occupant (Table 1004.1.2) Total Occupant Load FIRST FLOOR 101 SW Vestibule 625 SF FIRST FLOOR 102 New Material Browsing 1086 SF 100 SF 11 FIRST FLOOR 103 Hold Material/Pick Up 691 SF 100 SF 7 FIRST FLOOR 104 Book Sorter 216 SF S 300 SF 1 FIRST FLOOR 105 Corridor 505 SF FIRST FLOOR 106 R.R. 320 SF FIRST FLOOR 107 Custodial 149 SF S 300 SF 0 FIRST FLOOR 108 R.R. 318 SF FIRST FLOOR 109 Vestibule 103 SF FIRST FLOOR 110 Kitchen 108 SF A3 100 SF 1 FIRST FLOOR 111 Storage 107 SF S 300 SF 0 FIRST FLOOR 111 Vend/Cafe Seating and Reading 1678 SF 100 SF 17 FIRST FLOOR 112 Meeting 1 931 SF A3 7 SF 133 FIRST FLOOR 113 Meeting 2 546 SF A3 7 SF 78 FIRST FLOOR 114 Shipping/Receiving 419 SF B 100 SF 4 FIRST FLOOR 115 Staff 550 SF B 100 SF 5 FIRST FLOOR 115A Book Return 34 SF FIRST FLOOR 116 Storage 82 SF S 300 SF 0 FIRST FLOOR 117 Jan Storage 67 SF S 300 SF 0 FIRST FLOOR 118 R.R. 66 SF FIRST FLOOR 119 IT 96 SF 300 SF 0 FIRST FLOOR 120 Electrical 157 SF 300 SF 1 FIRST FLOOR 121 Multi-Purpose / Children's Story 404 SF A3 15 SF 27 FIRST FLOOR 122 Maker Space(s) 616 SF A3 15 SF 41 FIRST FLOOR 123 Children's Collections 3863 SF 100 SF 39 FIRST FLOOR E-1 Elevator 83 SF FIRST FLOOR S-N-1 Stair 286 SF FIRST FLOOR S-W-1 West Stair 267 SF 365 SECOND FLOOR 201 Quiet Reading 588 SF A3 50 SF 12 SECOND FLOOR 202 Adult Stacks and Seating 5405 SF A3 100 SF 54 SECOND FLOOR 203 A/V Collections / Computing 1848 SF A3 100 SF 18 SECOND FLOOR 204 Study 79 SF A3 50 SF 2 SECOND FLOOR 205 Study 65 SF A3 50 SF 1 SECOND FLOOR 206 Hall 144 SF SECOND FLOOR 207 R.R. 55 SF SECOND FLOOR 208 R.R. 55 SF SECOND FLOOR 209 Cust. 70 SF S 300 SF 0 SECOND FLOOR 209-A Elevator Closet 9 SF SECOND FLOOR 210 Teen Area 1196 SF A3 100 SF 12 SECOND FLOOR 211 Teen Activity 92 SF A3 15 SF 6 SECOND FLOOR 212 Teen Study 101 SF A3 50 SF 2 SECOND FLOOR 213 Teen Study 99 SF A3 50 SF 2 SECOND FLOOR 214 Archive 1014 SF S 300 SF 3 SECOND FLOOR 215 Archive Work Room 277 SF B 100 SF 3 SECOND FLOOR 216 Archive Reading 170 SF A3 50 SF 3 SECOND FLOOR 217 Hall 156 SF SECOND FLOOR 218 Storage 119 SF S 300 SF 0 SECOND FLOOR 219 Mech / Elect. 68 SF 300 SF 0 SECOND FLOOR 220 Staff R.R. 55 SF SECOND FLOOR 221 Staff Break Room 301 SF B 100 SF 3 SECOND FLOOR 222 Staff 698 SF B 100 SF 7 SECOND FLOOR 223 Office 223 SF B 100 SF 2 SECOND FLOOR 224 Director's Office 297 SF B 100 SF 3 SECOND FLOOR 225 Meeting / Study 337 SF A3 50 SF 7 SECOND FLOOR 226 Reading Porch 257 SF A3 50 SF 5 SECOND FLOOR E-2 Elevator 83 SF SECOND FLOOR S-N-2 Stair 223 SF SECOND FLOOR S-W-2 Stair 270 SF 145 Grand total 510 2/24/2015 ---PAGE BREAK--- G T G T S 103 0.00 SET 104 0.00 SET 106 0.00 SET 107 0.00 SET 4286 4285 4285 NORTH 3RD STREET ALLEY EAST WALNUT STREET EXISTING TERLINE STING VEWAY EXISTING DRIVEWAY 0' - 10 1/4" ± 5/8" ADHERED MASONRY OR 3/4" ADHERED STONE LATICRETE MVIS LATICRETE MASONRY VENEER MORTAR LATICRETE AIR AND WATER BARRIER 2 1/4" PPROGUARD XPS CONCRETE INSULATED SHEATHING 6" STEEL STUD FRAMING DOW STYROFOAM SPF 5/8" TYPE GYPSUM WALL BOARD 1' - 1 1/2" ± 5/8" ADHERED MASONRY OR 3/4" ADHERED STONE LATICRETE MVIS LATICRETE MASONRY VENEER MORTAR LATICRETE AIR AND WATER BARRIER 2 1/4" PPROGUARD XPS CONCRETE INSULATED SHEATHING 8" CONCRETE MASONRY UNIT 1 5/8" STEEL STUD FRAMING DOW STYROFOAM SPF 5/8" TYPE GYPSUM WALL BOARD A B 5/8" TYPE GWB 3 5/8" STEEL STUD FRAMING SOUND BATT INSULATION 5/8" TYPE GWB D1 0' - 4 7/8" E2 5/8" TYPE GWB 3 5/8" STEEL STUD FRAMING SOUND BATT INSULATION PLUMBING CHASE OR ADJACENT WALL SURFACE E1 5/8" TYPE GWB 1 5/8" STEEL STUD FRAMING SOUND BATT INSULATION PLUMBING CHASE OR ADJACENT WALL SURFACE 0' - 4 1/4" 0' - 2 1/4" K 8" CONCRETE MASONRY UNIT 0' - 7 5/8" L MODULAR FURNITURE WALL SEE 10 22 19 M CAST-IN-PLACE CONCRETE SEE STRUCTURAL C COMPOSITE METAL WALL PANEL 2 1/4" PPROGUARD XPS CONCRETE INSULATED SHEATHING 6" METAL STUD FRAMING DOW STYROFOAM SPF INSULATION 5/8" TYPE GWB. 0' - 10" ± VARIES 0' - 11 7/8" ± 5/8" ADHERED MASONRY OR 3/4" ADHERED STONE LATICRETE MVIS LATICRETE MASONRY VENEER MORTAR LATICRETE AIR AND WATER BARRIER 2 1/4" PPROGUARD XPS CONCRETE INSULATED SHEATHING 6" STEEL STUD FRAMING DOW STYROFOAM SPF 1 5/8" STEEL STUD FRAMING 5/8" TYPE GYPSUM WALL BOARD A1 5/8" TYPE GWB 6" STEEL STUD FRAMING SOUND BATT INSULATION 5/8" TYPE GWB D2 0' - 7 1/4" 5/8" TYPE GWB 8" STEEL STUD FRAMING SOUND BATT INSULATION 5/8" TYPE GWB D3 0' - 9 1/4" F 5/8" TYPE GWB 1 5/8" STEEL STUD FRAMING SOUND BATT INSULATION 8" CMU 1 5/8" STEEL STUD FRAMING SOUND BATT INSULATION 5/8" TYPE GWB 1' - 0 1/8" 0' - 11" 5/8" ADHERED MASONRY OR 3/4" ADHERED STONE LATICRETE MVIS LATICRETE MASONRY VENEER MORTAR LATICRETE AIR AND WATER BARRIER 2 1/4" PPROGUARD XPS CONCRETE INSULATED SHEATHING 6" STEEL STUD FRAMING 1/2" CEMENT BOARD BOARD LATICRETE MVIS LATICRETE MASONRY VENEER MORTAR LATICRETE AIR AND WATER BARRIER 5/8" ADHERED MASONRY OR 3/4" ADHERED STONE A2 G 8" CMU 1X4 WOOD FURRING STRIPS 1/2" BIRCH VENEER PLYWOOD NEW BUILDING STAGING AREA PUBLIC VEHICLE ACCESS NEW DOUGLAS LIBRARY CONVERSE COUNTY OPTIONAL ONE CENT PROJECT ARCHITECT GENERAL CONTRACTOR 1' - 6" 1' - 8" 0' - 10" 16" DIAMETER PENNY LOGO 6" LETTERING 3" LETTERING 2" LETTERING 8' - 0" 4' - 0" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:42 PM G102 JCB FEB 24, 2015 13-CCLS WALL TYPES New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1" = 20'-0" 2 Site Staging Area 1/2" = 1'-0" 3 PROJECT SIGN DESIGN 2/24/2015 ---PAGE BREAK--- REVISIONS COPYRIGHT 2013 HEIN/BOND LLC DW 1/16/2015 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 Job No. Date: Drawn By: 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com C0.1 DETAILS 2/24/2015 2:17:21 PM 6" 6" 1'-0" 4" 7" 7" 1'-11" 2'-6" 5" R2" R2" W W SS SS ST ST GAS GAS GAS GAS UGP UGT UGT UTV UTV UFO UFO W W SS SS ST ST ---PAGE BREAK--- X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS REVISIONS COPYRIGHT 2013 HEIN/BOND LLC DW 1/16/2015 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 Job No. Date: Drawn By: 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com C1.1 DEMO PLAN 2/24/2015 2:17:24 PM W W SS SS ST ST GAS GAS GAS GAS UGP UGT UGT UTV UTV UFO UFO W W SS SS ST ST ---PAGE BREAK--- X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS REVISIONS COPYRIGHT 2013 HEIN/BOND LLC DW 1/16/2015 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 Job No. Date: Drawn By: 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com C1.2 GRADING AND LAYOUT PLAN 2/24/2015 2:17:27 PM W W SS SS ST ST GAS GAS GAS GAS UGP UGT UGT UTV UTV UFO UFO W W SS SS ST ST ---PAGE BREAK--- X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS REVISIONS COPYRIGHT 2013 HEIN/BOND LLC DW 1/16/2015 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 Job No. Date: Drawn By: 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com C1.3 SITE PLAN 2/24/2015 2:17:31 PM W W SS SS ST ST GAS GAS GAS GAS UGP UGT UGT UTV UTV UFO UFO W W SS SS ST ST ---PAGE BREAK--- X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W SS X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W SS C 2 11 " 2 11 " " 1 "1 " 1 " 1 " 1 " 1 2 11 " 2 11 " 1" 1 13.6 2 1" 2 11.8 1" 3 12.2 COPYRIGHT 2013 HEIN/BOND LLC JAF 1/16/2014 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com I101 0 20' 40' 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. IRRIGATION PLAN IS DIAGRAMMATIC IN NATURE. FIELD ADJUSTMENT OF IRRIGATION COMPONENTS MAY BE NECESSARY TO AVOID CONFLICTS WITH EXISTING SITE FEATURES. REASONABLE CHANGES IN PIPE LAYOUT MAY BE MADE BY THE CONTRACTOR WITH THE ADVANCE APPROVAL OF THE LANDSCAPE ARCHITECT. 5. LOCATIONS OF MAINLINE DRAINS MAY VARY. ACTUAL LOCATIONS SHALL BE IN LOW SPOTS ALONG THE MAINLINE IN APPROXIMATE LOCATIONS AS SHOWN. 6. LOCATIONS OF AIR RELIEF VALVES MAY VARY. ACTUAL LOCATIONS SHALL BE IN ALL HIGH SPOTS ALONG THE MAINLINE IN APPROXIMATE LOCATIONS AS SHOWN. 7. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 2' FROM ANY PAVED SURFACE. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3' FROM CENTERLINE OF ANY DRAINAGE SWALE. 8. SCHEDULE 40 PVC SLEEVES ARE REQUIRED UNDER ALL HARD SURFACES, EXISTING AND PROPOSED. LOCATION AND NUMBER OF SLEEVES IS THE RESPONSIBILITY OF THE CONTRACTOR FOR INSTALLATION OF THE IRRIGATION SYSTEM AS SHOWN. ALL PIPE SLEEVES TO BE 2 PIPE SIZES LARGER THAN PIPE TO BE INSTALLED THROUGH SLEEVE. PROVIDE SEPARATE SLEEVES FOR VALVE WIRING. ALL SLEEVES TO BE 3" MIN. 9. CONTRACTOR SHALL PROVIDE ALL DEVICES, WIRING AND PROGRAMMING FOR A COMPLETE OPERATIONAL SYSTEM. CONTRACTOR SHALL COORDINATE AND PAY FOR ALL TECHNICAL SUPPORT NEEDS WITH CONTROL SYSTEM MANUFACTURER AND SERVICE PROVIDERS AS REQUIRED FOR COMPLETE AND FUNCTIONAL SYSTEM. 10. CONTRACTOR SHALL EXTEND THREE SPARE WIRES (ONE COMMON AND 2 CONTROL WIRES) FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER OR AS SHOWN ON THE PLANS. INSTALL SPARE WIRES IN 10' ROUND VALVE BOX WITH QUICK COUPLING VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR ADDITIONAL INFORMATION. 10. CONTRACTOR SHALL MAINTAIN AN ACCURATE, CURRENT AS-BUILT ON THE JOB AT ALL TIMES. 11. ZONES WITH FLOWS THROUGH 20 GPM TO HAVE 1" CONTROL VALVE. ZONES WITH FLOWS 21 THROUGH 40 GPM TO HAVE 1-1/2" CONTROL VALVES. ZONES WITH FLOWS 41 GPM THROUGH 150 GPM TO HAVE 2" CONTROL VALVES. 12. PROGRAMMING OF CONTROLLER SHALL USE MULTIPLE PROGRAMS TO TAKE ADVANTAGE OF THE FULL FLOW AND MINIMIZE OVERALL RUN TIME OF THE IRRIGATION SYSTEM. COORDINATE PROGRAMMING WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 13. ADJUST ALL HEADS AS REQUIRED TO PREVENT OVERSPRAY ONTO BUILDINGS AND STREETS. 14. INSTALL AND ADJUST PRESSURE REGULATOR ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ADJUST REGULATOR TO PROVIDE SPECIFIED PRESSURE AT FURTHEST HEAD ON ZONE AND TO ELIMINATE FOGGING, ETC. 15. REFER DETAILS, SPECIFICATIONS, AND PHASE I PLANS FOR ADDITIONAL INFORMATION. L I C E N S E D L A N D S C A P E A R C H I T E C T J A R E D A . F E H R I N G E R DATE: LA-0115B S T A T E O F W Y O M I N G 2-23-2015 SYMBOL MANUFACTURER/MODEL PSI DETAIL HUNTER PROS-04 10` RADIUS 30 3/I102 HUNTER PROS-04 ADJ 30 3/I102 SYMBOL MANUFACTURER/MODEL DETAIL HUNTER ICZ-101-40 1/I102 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XB-PC 4/I102 Emitter Notes: 1 gal plant to receive 2 of 1.0 GPH emitters. 5 gal plant to receive 3 of 1.0 GPH emitters. B & B, 2"Cal plant to receive 4 of 2.0 GPH emitters. B & B, 6`-8` H plant to receive 4 of emitters. SYMBOL MANUFACTURER/MODEL DETAIL HUNTER PGV-100-MB 2/I102 RAIN BIRD 33-DRC 5/I102 HUNTER PCC-0600I 6/I102 POINT OF CONNECTION 1" - SEE MECHANICAL DRAWINGS IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 C Valve Number Valve Size Valve Flow Valve Callout # # IRRIGATION_SCHEDULE ---PAGE BREAK--- COPYRIGHT 2013 HEIN/BOND LLC JAF 1/16/2014 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com I102 L I C E N S E D L A N D S C A P E A R C H I T E C T J A R E D A . F E H R I N G E R DATE: LA-0115B S T A T E O F W Y O M I N G 2-23-2015 NOT TO SCALE DRIP CONTROL VALVE SxT TEE W/ 2" NIPPLE AT MAINLINE. RCV AS SPECIFIED. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. FILTER AS SPECIFIED. CARSON 1220 JUMBO PLASTIC VALVE BOX. PVC TRUE UNION BALL VALVE. PRESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT NIPPLES. MIN. TWO CONCRETE BLOCKS. ONE ON EACH SIDE OF THE BOX. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH AT TURF. SCH. 80 RISER. 6" OF WASHED 3/4" AGGREGATE BASE. MAINTAIN CLEARANCE BELOW VALVE. 1 32 8413.76-13 1 2 3 4 5 6 7 8 9 10 11 13 14 REMOTE CONTROL VALVE NOT TO SCALE 32 8406.13-06 2 TYPICAL SPRAY HEAD NOT TO SCALE 3 32 8403.13-03 NOT TO SCALE DRIP EMITTER AT 1/4" TUBING SINGLE-OUTLET EMITTER. 1/2" POLY DRIP TUBING. EMITTER. TIE-DOWN STAKE AT TOP OF MULCH ELEVATION. 1/4" DISTRIBUTION TUBING. 1/4" TUBING STAKE. DIFFUSER BUG CAP. 4 32 8413.13-03 TYPICAL QUICK COUPLER VALVE NOT TO SCALE 5 32 8406.43-05 NOT TO SCALE INTERIOR WALL MOUNT CONTROLLER 6 32 8409.13-07 MARKING TAPE CONTINUOUS 120 V. WIRE IN CONDUIT FINISH GRADE FINISH GRADE LATERAL MAINLINE BEDDING LATERAL SNAKE ALL LATERAL PIPE IN TRENCH LOW VOLTAGE WIRE FINISH GRADE FINISH GRADE CONDUIT SECTION CONDUIT PLAN TIES 10' O.C. MAX LOOP IRRIGATION PIPE TRENCH & BACKFILL NTS 7 32 8409.76-05 ---PAGE BREAK--- X X GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GLE INE B & B 4 CEL PRI B & B 1 PIN ARN B & B 2 PHY LIT 5 gal 3 PIN LIM B & B 1 BER CRI 5 gal 6 CAL KAR 5 gal 4 CEL PRA B & B 2 CEL PRI B & B 1 CEL PRI B & B 1 CEL PRA B & B 1 CEL PRA B & B 1 FES ELI 1 gal 3 DEL FIR 1 gal 1 DEL MES 1 gal 1 DES TUF 5 gal 2 CAL KAR 5 gal 2 DEL NUB 1 gal 1 DEL FIR 1 gal 1 FES ELI 1 gal 2 FES ELI 1 gal 3 DES TUF 5 gal 1 DEL NUB 1 gal 3 CAL KAR 5 gal 6 DEL FIR 1 gal 4 DEL NUB 1 gal 1 DEL MES 1 gal 3 DEL NUB 1 gal 1 DEL FIR 1 gal 1 DES TUF 5 gal 2 FES ELI 1 gal 1 DEL FIR 1 gal 1 DEL NUB 1 gal 1 DEL MES 1 gal 1 FES ELI 1 gal 2 DEL FIR 1 gal 1 FES ELI 1 gal 3 CAL KAR 5 gal 1 DEL NUB 1 gal 1 DEL MES 1 gal 2 BER CRI 5 gal 2 DEL FIR 1 gal 1 ERI RAV 5 gal 2 CAL KAR 5 gal 2 PRU CHA B & B 5 DEL MES 1 gal 1 DEL NUB 1 gal 2 DEL FIR 1 gal 3 DEL MES 1 gal 2 DEL FIR 1 gal 3 DEL NUB 1 gal 2 DEL MES 1 gal 3 DEL MES 1 gal 3 DEL NUB 1 gal 2 DEL FIR 1 gal 3 DEL MES 1 gal 3 DEL NUB 1 gal 2 DEL FIR 1 gal 3 DEL MES 1 gal 3 DEL FIR 1 gal 3 DEL NUB 1 gal 2 DES TUF 5 gal 3 CAL KAR 5 gal 3 ERI RAV 5 gal 2 CAL KAR 5 gal 3 DES TUF 5 gal 6 ERI RAV 5 gal 2 DES TUF 5 gal 3 CAL KAR 5 gal 6 ERI RAV 5 gal 2 DES TUF 5 gal 6 ERI RAV 5 gal 2 CAL KAR 5 gal 6 ERI RAV 5 gal 2 DES TUF 5 gal 3 CAL KAR 5 gal 24 DEL MES 1 gal 3 DEL NUB 1 gal 2 DEL FIR 1 gal 3 DEL MES 1 gal 3 DEL NUB 1 gal 2 DEL FIR 1 gal 3 DEL MES 1 gal 3 DEL NUB 1 gal 2 DEL FIR 1 gal 3 DEL MES 1 gal 3 DEL NUB 1 gal 2 ACE GAR B & B 4 PHY LIT 5 gal 3 0 20' 40' COPYRIGHT 2013 HEIN/BOND LLC JAF 1/16/2014 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com L101 TREES CODE BOTANICAL NAME COMMON NAME CONT CAL SIZE QTY ACE GAR ACER TATARICUM `GARANN` HOT WINGS TATARIAN MAPLE B & B 2"CAL 4 CEL PRI CELTIS OCCIDENTALIS `PRAIRIE PRIDE` PRAIRIE PRIDE HACKBERRY B & B 2"CAL 3 CEL PRA CELTIS OCCIDENTALIS `PRAIRIE SENTINEL` PRAIRIE SENTINEL HACKBERRY B & B 2"CAL 4 GLE INE GLEDITSIA TRIACANTHOS INERMIS `HARVE` TM NORTHERN ACCLAIM THORNLESS HONEY LOCUST B & B 2"CAL 4 PIN LIM PINUS FLEXILIS LIMBER PINE B & B 6`-8` H 1 PIN ARN PINUS NIGRA `ARNOLD SENTINEL` ARNOLD SENTINEL AUSTRIAN BLACK PINE B & B 6`-8` H 2 PRU CHA PYRUS CALLERYANA `CHANTICLEER` CHANTICLEER PEAR B & B 2"CAL 5 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE FIELD2 FIELD3 QTY BER CRI BERBERIS THUNBERGII `CRIMSON CRIMSON BARBERRY 5 GAL 8 PHY LIT PHYSOCARPUS OPULIFOLIUS `LITTLE DEVIL` TM DWARF NINEBARK 5 GAL 6 ANNUALS/PERENNIALS CODE BOTANICAL NAME COMMON NAME SIZE FIELD2 FIELD3 QTY DEL MES DELOSPERMA COOPERI `MESA VERDE` TM MESA VERDE ICE PLANT 1 GAL 34 DEL NUB DELOSPERMA NUBIGENUM `YELLOW` YELLOW ICE PLANT 1 GAL 26 DEL FIR DELOSPERMA X `FIRE SPINNER` FIRE SPINNER ICE PLANT 1 GAL 37 GRASSES CODE BOTANICAL NAME COMMON NAME SIZE FIELD2 FIELD3 QTY CAL KAR CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS 5 GAL 57 DES TUF DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 5 GAL 26 ERI RAV ERIANTHUS RAVENNAE RAVENNA GRASS 5 GAL 12 FES ELI FESTUCA GLAUCA `ELIJAH BLUE` BLUE FESCUE 1 GAL 14 PLANT SCHEDULE LANDSCAPING NOTES 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION, EXCAVATION, OR PLANTING OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITIES. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OF NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS. 3. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES S HALL BE PREPARED AND SEEDED OR SODDED AS SPECIFIED. A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC THAT RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL OTHER CONTRACT DOCUMENTS TO DETERMINE FULL SCOPE OF POTENTIAL SITE DISTURBANCE TO BE RECLAIMED. 4. THE INSTALLATION OF LAWNS, PLANT MATERIAL AND IRRIGATION SYSTEM SHALL BE PERFORMED BY ONE CONTRACTOR. 5. CONTRACTOR SHALL FURNISH REQUIRED PLANT MATERIALS, INCLUDING TREES, SHRUBS, GRASSES, AND PERENNIALS OF ALL DESCRIPTIONS, FOR THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATION. 6. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 7. NO TREES SHALL BE PLANTED CLOSER THAN 10' TO A FIRE HYDRANT. ADJUST LAYOUT IF NECESSARY. 8. NO TREE OR SHRUB SHALL BE PLANTED OVER OR WITHIN 5' LATERALLY FROM ANY UNDERGROUND UTILITIES. 9. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 10. CONTRACTOR SHALL PROVIDE PLANTS FREE FROM INSECTS AND DISEASES, SUN-SCALD INJURIES, ABRASIONS OF THE BARK, OR OTHER OBJECTIONABLE BLEMISHES. WEAK AND/OR DISFIGURED PLANTS WILL NOT BE ACCEPTED. 11. CONTRACTOR SHALL PROVIDE FIELD GROWN NURSERY TREES, DUG WITH A BALL OF EARTH STILL INTACT IN WHICH THEY ARE GROWING, WRAPPED IN BURLAP OR OTHER SUITABLE MATERIAL TO COMPLETELY COVER THE ROOT BALL WITH A LACING OR OTHER BALL SUPPORTING DEVICE ON THE OUTSIDE TO HOLD THE BALL IN A FIRM, RIGID CONDITION. 12. CONTAINER GROWN PLANTS SHALL BE HEALTHY, VIGOROUS, AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE GROWN. THEY SHALL HAVE TOPS OF GOOD QUALITY AND BE IN A HEALTHY GROWING CONDITION. THE PLANTS SHALL HAVE A WELL-ESTABLISHED ROOT SYSTEM REACHING THE SIDES OF THE CONTAINER TO MAINTAIN A FIRM ROOT BALL. 14. ALL 6-8' TALL EVERGREEN TREES SHALL HAVE A HEIGHT TO SPREAD RATIO OF 5:3, WITH A SINGLE LEADER. 15. CONTRACTOR SHALL PROVIDE PLANT MATERIAL IN CONFORMANCE WITH STATE AND FEDERAL LAWS WITH RESPECT TO INSPECTION FOR PLANT DISEASE AND INFECTIONS. 16. CONTRACTOR SHALL PROVIDE INSPECTION CERTIFICATES REQUIRED BY LAW WITH EACH SHIPMENT, INVOICE, OR ORDER OF STOCK TO THE OWNER. 17. PLANT MATERIALS FOR THIS PROJECT ARE SUBJECT TO INSPECTION BEFORE, DURING, AND POST PLANTING. DAMAGED PLANT MATERIAL, CONTAINERS, OR LOOSE, TORN, AND BROKEN ROOT BALLS WILL NOT BE APPROVED BY THE OWNER AND WILL BE REPLACED AT THE CONTRACTORS EXPENSE AND MUST BE REMOVED FROM THE STORAGE AREA OR PROJECT. 18. MAINTENANCE SERVICES TO BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR WILL BE EXPECTED TO FURNISH SERVICE AND MAINTENANCE OF ALL PLANTED AREAS THROUGH FINAL COMPLETION OR PROJECT OR AS REQUIRED PER THE REQUIREMENTS OF THE PROJECT WARRANTY PERIOD. 19. ALL PLANT MATERIALS SHALL BE CERTIFIED BY THE STATE DEPARTMENT OF AGRICULTURE TO ASSURE THEM TO BE FREE OF DISEASE OR HAZARDOUS INSECTS. 20. ALL FERTILIZER SHALL BE DELIVERED IN WATERPROOF BAGS SHOWING WEIGHT, CHEMICAL ANALYSIS, AND THE NAME OF THE MANUFACTURER. 21. ALL PLANT MATERIAL SHALL BE DELIVERED TO THE SITE IN THEIR ORIGINAL CONTAINERS WITH ALL LABELS INTACT AND LEGIBLE. 22. CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND MAINTAIN PLANT LIFE DURING THE STORAGE PERIOD PRIOR TO PLANTING. 24. CONTRACTOR TO PROVIDE A ONE YEAR WARRANTY. WARRANTY TO INCLUDE COVERAGE FOR ONE ENTIRE GROWING SEASON FOR ALL DEAD OR UNHEALTHY PLANTINGS. ALL REPLACEMENT PLANTS SHALL BE REQUIRED TO BE OF THE SAME SIZE AND SPECIES AS SPECIFIED IN THE PLANT SCHEDULE, PLANTED IN THE FOLLOWING GROWING SEASON, WITH A NEW WARRANTY COMMENCING ON THE DATE OF PLACEMENT. 25. SOIL MATERIALS: x ALL SOIL BACKFILL WILL BE FREE OF ROCKS LARGER THAN 1.5", STICKS, ROOTS AND OTHER DEBRIS. x TOPSOIL TO BE STERILE, WEED FREE, PROCESSED, AND PASSED THROUGH A 3/4" SCREEN. x TOPSOIL TO BE INSTALLED IN ALL NEW SITE LANDSCAPE AREAS, NATIVE GRASS PLANTINGS, AND PLANTING RINGS OR IN ANY AREAS DESIGNATED IN THE PLANS FOR CONSTRUCTION. 26. SOIL AMENDMENT MATERIALS: x COMPOST SHALL BE 'GLACIER GOLD', 'SOIL PREP', OR AN APPROVED EQUAL. x FERTILIZER SHALL BE 100% ORGANIC, TRANSPLANT ROOT STIMULATOR: 'BIOPLEX TRANSPLANT CONCENTRATE' OR APPROVED EQUAL. 27. BOULDERS ENCOUNTERED DURING EXCAVATION FOR THE PROJECT SHALL BE HANDLED TO PREVENT SCARRING AND USED AS PART OF THE LANDSCAPING SCHEME. PLACE AS DIRECTED BY THE OWNER. 28. WEED BARRIER FABRIC SHALL BE WOVEN POLYPROPYLENE FABRIC, 4.75OZ. SQ./YD. OR HEAVIER WITH METAL LANDSCAPE PINS. DO NOT INSTALL WEED BARRIER UNDER PERENNIALS AND GRASSES. 29. CONTRACTOR SHALL USE 1.5" DIA. ROUND POSTS WITH TAPERED END, 8.0' IN LENGTH OR DUCKBILL ANCHORS FOR TREE ANCHORING. 30. CONTRACTOR SHALL USE 3 ANCHORS FOR DECIDUOUS TREES, 3 ANCHORS FOR CONIFEROUS TREES WITH WEBBING OR RUBBER TREE TIES MANUFACTURED SPECIFICALLY FOR USE ON TREES. 31. CONTRACTOR WILL BE RESPONSIBLE TO REMOVE ALL ANCHORING AT THE END OF ONE CONTINUOUS GROWING SEASON. 32. CONTRACTOR SHALL COORDINATE IRRIGATION SYSTEM LAYOUT WITH PLANTINGS. 33. AREAS THAT ARE TOO SMALL TO BE DRILL SEEDED SHALL BE BROADCAST, RAKED IN, AND ROLLED. 34. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. CODE DESCRIPTION QTY POWDER COATED STEEL LANDSCAPE EDGING 109 LF TURF GRASS LAWN 1,232 SF SHREDDED REDWOOD MULCH 1,728 SF 2-4" ROCK MULCH 4,157 SF DECORATIVE ROCK MULCH 588 SF REFERENCE_NOTES_SCHEDULE L I C E N S E D L A N D S C A P E A R C H I T E C T J A R E D A . F E H R I N G E R DATE: LA-0115B S T A T E O F W Y O M I N G 2-23-2015 ---PAGE BREAK--- COPYRIGHT 2013 HEIN/BOND LLC JAF 1/16/2014 13-10 New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 235 S. David. Ste. D, Casper, WY [PHONE REDACTED] heinbond.com L102 1 2 3 5 6 4 9 8 1" FLARE VISIBLE 7 3 TYPICAL TREE PLANTING NOT TO SCALE 1 329343-01 VARIES TYPICAL SHRUB PLANTING NOT TO SCALE 2 329333.13-04 NOTES: 1. 12" STAKES INCLUDED WITH EVERY 10' SECTION. 2. COMPACT SOILS ON EITHER SIDE OF INSTALLED EDGING TO PREVENT EDGING FROM RISING. 3. TOP OF EDGING TO BE INSTALLED NO HIGHER THAN 3 4" FROM TOP OF FINISH GRADE. 4. STAKES NEED TO BE HAMMERED COMPLETELY INTO THE PROVIDED POCKETS AND SHOULD BE NO HIGHER THAN 3 4" FROM THE TOP OF THE EDGING. 5. USE PREFABRICATED CORNERS WHERE NEEDED. MANUFACTURER INFORMATION: COL-MET GARLAND, TEXAS 1-[PHONE REDACTED] 12" STEEL STAKE. 4 STAKES PER EDGING PIECE. STAKES OCCUR ON SHRUB SIDE ONLY COMPACTED SUBGRADE 10'x6"x7ga COL-MET STEEL LANDSCAPE EDGING OR APPROVED EQUAL 3/4" SHRUB BED GRASS TOP OF EDGING TO BE NO MORE THAN 3/4" ABOVE FINISH GRADE. STEEL EDGING NOT TO SCALE 329413.23-02 3 CONCRETE PLANTER DETAIL 1/16" = 1'-0" #4 REBAR CONTINUOUS #3 REBAR - 2" COVER TYP. AT 24" O.C. PLANTING SOIL MIX AS SPECIFIED COMPACTED SUBGRADE SELF LEVELING EXPANSION COMPOUND 4-6" AGGREGATE BACKFILL SIDEWALK SECTION ELEVATION 8" 1/2" CHAMFER TYP. 2'-0" 1" 1/2" CHAMFER TYP. #4 REBAR CONTINUOUS #3 REBAR - 24" O.C. FINISH GRADE SACK AND RUB FINISH 4 033366.13-16 3" = 1'-0" UNIT PAVER INSTALLATION 1" 6" COMPACTED SUB GRADE TO 95% OPTIMUM DENSITY. 1" MINIMUM OF SAND BED. UNIT PAVERS AS SPECIFIED OVER 1" MIN. SAND BED ON 6" W-BASE COMPACTED TO 95%. FINISHED GRADE AT LAWN: 1" BELOW PAVERS OVER MORTAR BED. ADJACENT PAVING AS OCCURS. COMPACTED W-BASE TO 95% OPTIMUM DENSITY. ADJACENT CONCRETE VIBRATE AND SAND SWEEP TO FILL JOINTS NOTE: 1. USE RECLAIMED PAVERS FROM DEMOLITION. 2. PLACE IN HERRINGBONE PATTERN. 3. FOR SPECIFICATIONS, REFER TO WYOMING PUBLIC WORKS. 5 321413-01 L I C E N S E D L A N D S C A P E A R C H I T E C T J A R E D A . F E H R I N G E R DATE: LA-0115B S T A T E O F W Y O M I N G ---PAGE BREAK--- UP UP F F F J SD C J J J J J J J J J J J TR TR TR TR TR J J FACP FACP J J TC LC UP UP UP UP 2 B C D E F G 3 4 5 6 7 A 1 8 A201 1 A202 1 A202 2 A201 2 6' - 0" 20' - 0" 24' - 0" 24' - 0" 24' - 0" 32' - 0" 4' - 0" 6' - 0" 20' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" C.5 6' - 0" 20' - 0" 14' - 0" 10' - 0" 24' - 0" 24' - 0" 24' - 0" 108 106 122 107 110 111 112 113 Ar100 1 Ar101 1 121 114 S-N-1 115 120 119 101 109 105 118 104 1 A301 1 A301 1 A302 1 A302 123 102 103 111 3 A302 3 A302 2 A301 2 A301 3 A301 3 A301 2 A302 2 A302 A601 1 A411 1 116 117 A412 1 E-1 S-W-1 Grade +28" C1 C1 C1 S1 S1 C4 C5 C1 C1 C7 C7 S1 S1 S1 A412 8 A610 22 A610 21 115A A A A A A A1 A1 D2 D2 D1 D1 D2 D2 D1 D2 D1 D2 D1 D2 D1 D1 D1 D1 D2 D2 D1 D2 D2 D3 D2 D3 E1 E1 lift F F F S6 D2 D2 D2 D2 107-1 112-1 111-1 113-1 112-2 101-1 119-1 114-2 115-1 110-1 S-N-1-1 118-1 120-1 104-1 121-1 114-1 116-1 117-1 109-1 109-2 101-2 S-N-1-3 S-N-1-2 115A-1 103-1 10 22 38 10 22 38 10 22 38 10 22 58 12' - 0" 19' - 4" 12' - 0" 8' - 0" 8' - 0" 10 44 00.B1 10 44 00.B1 10 44 00.B1 08 33 23.A1 10 51 13 ALUMINUM THRU-WALL BOOK DROP ALUMINUM THRU-WALL BOOK DROP ALUMINUM THRU-WALL BOOK DROP 6' - 0" 11' - 8 3/8" 8' - 3 5/8" 10' - 0" 5' - 0" 15' - 9" 9' - 3" 5' - 6" 9' - 3" 0' - 10" 18' - 0" 8' - 0" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:33:23 PM A101 JCB FEB 24, 2015 13-CCLS FIRST FLOOR PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR N Room List Number Name Area 101 SW Vestibule 625 SF 102 New Material Browsing 1086 SF 103 Hold Material/Pick Up 691 SF 104 Book Sorter 216 SF 105 Corridor 505 SF 106 R.R. 320 SF 107 Custodial 149 SF 108 R.R. 318 SF 109 Vestibule 103 SF 110 Kitchen 108 SF 111 Storage 107 SF 111 Vend/Cafe Seating and Reading 1678 SF 112 Meeting 1 931 SF 113 Meeting 2 546 SF 114 Shipping/Receiving 419 SF 115 Staff 550 SF 115A Book Return 34 SF 116 Storage 82 SF 117 Jan Storage 67 SF 118 R.R. 66 SF 119 IT 96 SF 120 Electrical 157 SF 121 Multi-Purpose / Children's Story 404 SF 122 Maker Space(s) 616 SF 123 Children's Collections 3863 SF 201 Quiet Reading 588 SF 202 Adult Stacks and Seating 5405 SF 203 A/V Collections / Computing 1848 SF 204 Study 79 SF 205 Study 65 SF 206 Hall 144 SF 207 R.R. 55 SF 208 R.R. 55 SF 209 Cust. 70 SF 209-A Elevator Closet 9 SF 210 Teen Area 1196 SF 211 Teen Activity 92 SF 212 Teen Study 101 SF 213 Teen Study 99 SF 214 Archive 1014 SF 215 Archive Work Room 277 SF 216 Archive Reading 170 SF 217 Hall 156 SF 218 Storage 119 SF 219 Mech / Elect. 68 SF 220 Staff R.R. 55 SF 221 Staff Break Room 301 SF 222 Staff 698 SF 223 Office 223 SF 224 Director's Office 297 SF 225 Meeting / Study 337 SF 226 Reading Porch 257 SF E-1 Elevator 83 SF E-2 Elevator 83 SF S-N-1 Stair 286 SF S-N-2 Stair 223 SF S-W-1 West Stair 267 SF S-W-2 Stair 270 SF KEYNOTES 08 33 23.A1 COILING COUNTER DOOR 10 22 38 OPERABLE PANEL PARTITIONS 10 22 58 OPERABLE GLASS PANEL PARTITIONS 10 44 00.B1 RECESSED FIRE EXTINGUISHER CABINET 10 51 13 METAL LOCKERS 2/24/2015 ---PAGE BREAK--- REF. F J J J J J J TR TR TR SD UP UP 2 B C D E F G 3 4 5 6 7 A 1 8 A201 1 A202 1 A202 2 A201 2 6' - 0" 20' - 0" 24' - 0" 24' - 0" 24' - 0" 32' - 0" 4' - 0" 6' - 0" 20' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" C.5 6' - 0" 20' - 0" 14' - 0" 10' - 0" 24' - 0" 24' - 0" 24' - 0" 201 214 225 215 216 Ar100 1 Ar101 1 Fireplace 222 210 203 202 S-W-2 217 212 213 220 219 S-N-2 Chase 221 218 223 224 226 211 208 207 209 209-A 205 204 1 A301 1 A301 1 A302 1 A302 206 3 A302 3 A302 2 A301 2 A301 3 A301 3 A301 2 A302 2 A302 open open A601 2 A411 2 A601 3 A412 2 E-2 3' - 4" 5' - 8" 3' - 4" 15' - 0" 3' - 4" 2' - 0" 3' - 4" 2' - 0" 3' - 4" 6' - 0" 3' - 4" 1' - 4" 3' - 4" 33' - 3 3/4" 3' - 4" 12' - 4" 3' - 4" 12' - 4" 3' - 4" 16' - 0" 3' - 4" 15' - 3 3/4" A610 5 C2 C2 C2 S2 S2 C6 C6 C2 C2 C8 C8 C8 C8 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S6 S7 S7 S6 S6 S6 S5 C C C C C C C A A A A B A B A A A A D1 D2 D1 D1 D3 D2 D1 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D1 D1 D2 16' - 0" 226-1 214-1 201-1 222-1 220-1 218-1 221-1 221-2 219-1 207-1 208-1 209-1 209A-1 223-1 224-1 S-N-2-1 212-1 213-1 205-1 204-1 215-1 225-1 10 56 26 L L L 10 44 00.B1 10 44 00.B1 11' - 0" 11' - 0" 10' - 0" 12' - 0" 11' - 10 3/8" 15' - 1 5/8" 13' - 0" 13' - 4" 26' - 4" 12' - 4" 5' - 7" 8' - 0" 7' - 7 13/16" 10' - 9 3/16" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:33:27 PM A102 JCB FEB 24, 2015 13-CCLS SECOND FLOOR PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR N Room List Number Name Area 101 SW Vestibule 625 SF 102 New Material Browsing 1086 SF 103 Hold Material/Pick Up 691 SF 104 Book Sorter 216 SF 105 Corridor 505 SF 106 R.R. 320 SF 107 Custodial 149 SF 108 R.R. 318 SF 109 Vestibule 103 SF 110 Kitchen 108 SF 111 Storage 107 SF 111 Vend/Cafe Seating and Reading 1678 SF 112 Meeting 1 931 SF 113 Meeting 2 546 SF 114 Shipping/Receiving 419 SF 115 Staff 550 SF 115A Book Return 34 SF 116 Storage 82 SF 117 Jan Storage 67 SF 118 R.R. 66 SF 119 IT 96 SF 120 Electrical 157 SF 121 Multi-Purpose / Children's Story 404 SF 122 Maker Space(s) 616 SF 123 Children's Collections 3863 SF 201 Quiet Reading 588 SF 202 Adult Stacks and Seating 5405 SF 203 A/V Collections / Computing 1848 SF 204 Study 79 SF 205 Study 65 SF 206 Hall 144 SF 207 R.R. 55 SF 208 R.R. 55 SF 209 Cust. 70 SF 209-A Elevator Closet 9 SF 210 Teen Area 1196 SF 211 Teen Activity 92 SF 212 Teen Study 101 SF 213 Teen Study 99 SF 214 Archive 1014 SF 215 Archive Work Room 277 SF 216 Archive Reading 170 SF 217 Hall 156 SF 218 Storage 119 SF 219 Mech / Elect. 68 SF 220 Staff R.R. 55 SF 221 Staff Break Room 301 SF 222 Staff 698 SF 223 Office 223 SF 224 Director's Office 297 SF 225 Meeting / Study 337 SF 226 Reading Porch 257 SF E-1 Elevator 83 SF E-2 Elevator 83 SF S-N-1 Stair 286 SF S-N-2 Stair 223 SF S-W-1 West Stair 267 SF S-W-2 Stair 270 SF KEYNOTES 10 44 00.B1 RECESSED FIRE EXTINGUISHER CABINET 10 56 26 MOBILE STORAGE SHELVING 2/24/2015 ---PAGE BREAK--- 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 1 A301 1 A302 3 A302 2 A301 3 A301 2 A302 2 A103 2 A103 Sim 4 A103 3 A103 15' - 0" TYPICAL ROOF ASSEMBLY: FULLY ADHERED TPO MEMBRANE, 1/2" GLASS-MAT GYPSUM BOARD COVER BOARD TAPERED POLYISO INSULATION - SLOPE TO DRAINS 4" MINIMUM POLYISO BASE INSULATION 5/8" GLASS-MAT WATER RESISTANT GYPSUM BOARD STEEL ROOF DECK (SEE STRUCTURAL) 2x2 WALK PADS FROM ACCESS DOOR AND AROUND ALL RTU'S TUBULAR UNIT SKYLIGHT, TYP. A 131' - 2" 4' - 6" 128' - 4" 127' - 0" 07 22 00.A2 05 41 00.A5 07 21 00 05 31 00 07 42 13 07 62 00.J1 7 T.O. WALL 133' - 8" 07 62 00.J1 04 73 13.A2 07 42 13 07 21 00 05 31 00 07 21 00.B4 C.5 T.O. WALL 133' - 8" 04 73 13.A2 07 62 00.J1 07 21 00 07 54 23 05 31 00 07 21 00 07 54 23 05 31 00 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/26/2015 3:04:00 PM A103 JCB FEB 24, 2015 13-CCLS ROOF PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 ROOF PLAN N 1/2" = 1'-0" 2 PARAPET 1 1/2" = 1'-0" 3 PARAPET 2 1/2" = 1'-0" 4 PARAPET 3 KEYNOTES 04 73 13.A2 THIN BRICK - COLOR/BLEND 2 05 31 00 STEEL DECKING 05 41 00.A5 3-5/8" METAL STUD 07 21 00 THERMAL INSULATION 07 21 00.B4 2" RIGID INSULATION 07 22 00.A2 TAPERED RIGID INSULATION 07 42 13 METAL COMPOSITE MATERIAL WALL PANELS 07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07 62 00.J1 PARAPET CAP FLASHING 2/24/2015 ---PAGE BREAK--- SECOND FLOOR 115' - 0" B C D E F G A T.O. WALL 133' - 8" 1 A302 3 A302 2 A302 C1 C1 C1 C2 C2 C2 C4 C6 S1 S1 S2 S2 LANDING 108' - 7 1/2" S1 S2 04 73 13.A2 07 42 13 08 44 13 08 44 13 10 53 00 04 73 15 05 50 00 08 44 13 05 50 00 04 73 15.B1 08 41 13 04 73 13.A1 04 73 13.B2 07 42 13 04 73 13.A3 04 73 15.B1 04 73 15.B1 07 62 00.J1 07 42 13 08 42 29 07 42 13 07 62 00.J1 07 62 00.J1 07 42 13 07 42 13 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 2 3 4 5 6 7 T.O. WALL 133' - 8" 1 A301 2 A301 3 A301 S2 S2 S2 S2 S2 S2 S2 S3 S3 S3 S5 04 73 13.A1 04 73 13.A3 07 42 13 07 42 13 07 62 00.J1 07 62 00.J1 04 73 15.B1 04 73 15.B1 04 73 13.A1 04 73 15.B1 04 73 13.A3 04 73 13.B2 08 11 13 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:34:45 PM A201 JCB FEB 24, 2015 13-CCLS BUILDING ELEVATIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 South 1/8" = 1'-0" 2 East KEYNOTES 04 73 13.A1 THIN BRICK - COLOR/BLEND 1 04 73 13.A2 THIN BRICK - COLOR/BLEND 2 04 73 13.A3 THIN BRICK - COLOR/BLEND 3 04 73 13.B2 THIN BRICK SOLDIER COURSE 04 73 15 ADHERED STONE MASONRY VENEER 04 73 15.B1 ADHERED STONE - ROCK-FACED FINISH 05 50 00 METAL FABRICATIONS 07 42 13 METAL COMPOSITE MATERIAL WALL PANELS 07 62 00.J1 PARAPET CAP FLASHING 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 08 42 29 SLIDING AUTOMATIC ENTRANCES 08 44 13 GLAZED ALUMINUM CURTAIN WALLS 10 53 00 ALUMINUM OVERHEAD CANOPIES 2/24/2015 ---PAGE BREAK--- FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 2 3 4 5 6 7 1 8 T.O. WALL 133' - 8" 1 A301 2 A301 3 A301 C1 C1 C2 C2 C5 C6 C7 C7 C8 C8 LANDING 108' - 7 1/2" C2 07 42 13 07 42 13 04 73 13.A1 04 73 13.A3 04 73 13.A2 10 53 00 08 44 13 04 73 15.B1 04 73 13.A2 07 42 13 07 42 13 07 62 00.J1 07 62 00.J1 04 73 15.B1 04 73 15.B1 08 44 13 10 53 00 07 42 13 07 42 13 07 62 00.J1 07 62 00.J1 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" B D E F G A C.5 T.O. WALL 133' - 8" 1 A302 3 A302 2 A302 C8 C8 S1 S1 S1 S2 S2 S2 S2 07 42 13 07 62 00.J1 07 42 13 04 73 15.B1 04 73 13.A2 04 73 15.B1 04 73 13.A1 04 73 13.A3 07 62 00.J1 08 41 13 08 11 13 04 73 15.B1 08 42 29 10 53 00 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:34:49 PM A202 JCB FEB 24, 2015 13-CCLS BUILDING ELEVATIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 West 1/8" = 1'-0" 2 North KEYNOTES 04 73 13.A1 THIN BRICK - COLOR/BLEND 1 04 73 13.A2 THIN BRICK - COLOR/BLEND 2 04 73 13.A3 THIN BRICK - COLOR/BLEND 3 04 73 15.B1 ADHERED STONE - ROCK-FACED FINISH 07 42 13 METAL COMPOSITE MATERIAL WALL PANELS 07 62 00.J1 PARAPET CAP FLASHING 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 08 42 29 SLIDING AUTOMATIC ENTRANCES 08 44 13 GLAZED ALUMINUM CURTAIN WALLS 10 53 00 ALUMINUM OVERHEAD CANOPIES 2/24/2015 ---PAGE BREAK--- FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" B C D E F G A C.5 T.O. WALL 133' - 8" 1 A302 202 222 120 IT 123 102 S-W-2 3 A302 2 A302 A401 4 A401 3 Sim LANDING 108' - 7 1/2" 12' - 2 1/4" 13' - 3 13/16" FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" C D E F G A C.5 T.O. WALL 133' - 8" 209 208 207 213 214 216 219 114 113 112 111 105 106 2 A302 A401 1 A401 2 A401 3 LANDING 108' - 7 1/2" FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" B C D E F G A T.O. WALL 133' - 8" 1 A302 3 A302 202 123 101 201 226 122 2 A302 A401 5 LANDING 108' - 7 1/2" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:34:59 PM A301 JCB FEB 24, 2015 13-CCLS BUILDING SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 E-W SECTION 2 1/8" = 1'-0" 2 E-W SECTION 1 1/8" = 1'-0" 3 E-W SECTION 3 2/24/2015 ---PAGE BREAK--- FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 2 3 4 5 6 7 T.O. WALL 133' - 8" S-N-2 218 221 222 223 224 225 226 114 115 120 121 122 2 A301 3 A301 LANDING 108' - 7 1/2" A402 1 A402 2 A402 3 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 2 3 4 5 6 7 1 8 T.O. WALL 133' - 8" 1 A301 210 S-W-2 201 101 106 108 202 102 103 104 2 A301 3 A301 LANDING 108' - 7 1/2" FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 2 3 4 5 6 7 T.O. WALL 133' - 8" 1 A301 2 A301 3 A301 202 123 111 112 214 203 LANDING 108' - 7 1/2" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:07 PM A302 JCB FEB 24, 2015 13-CCLS BUILDING SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 3 N-S SECTION 3 1/8" = 1'-0" 1 N-S SECTION 1 1/8" = 1'-0" 2 N-S SECTION 2 2/24/2015 ---PAGE BREAK--- FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" A A C 131' - 2" 2' - 10" 1' - 4" 5' - 0" 07 21 00.B4 04 73 15.B1 2' - 0" 04 73 13.A2 04 73 15.B1 119' - 0" 07 42 13 07 42 13 C.5 T.O. WALL 133' - 8" D1 D2 D2 S6 G A1 A 04 73 13.A1 04 73 15.B1 117' - 0" 04 73 13.A2 04 73 13.B3 04 73 13.B2 07 62 00.J1 B T.O. WALL 133' - 8" LANDING 108' - 7 1/2" A A C3 C2 C3 05 51 00.C2 08 44 13 04 73 15.B1 07 42 13 07 42 13 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" A A C C5 C6 10 53 00 04 73 15.B1 08 44 13 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:08 PM A401 JCB FEB 24, 2015 13-CCLS WALL SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/2" = 1'-0" 1 WALL SECTION 01 1/2" = 1'-0" 2 WALL SECTION 02 1/2" = 1'-0" 3 WALL SECTION 03 1/2" = 1'-0" 4 WALL SECTION 04 1/2" = 1'-0" 5 WALL SECTION 05 2/24/2015 ---PAGE BREAK--- FIRST FLOOR 100' - 0" 7 T.O. WALL 133' - 8" LANDING 108' - 7 1/2" B FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 2 A A A REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:10 PM A402 JCB FEB 24, 2015 13-CCLS WALL SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/2" = 1'-0" 1 WALL SECTION 06 1/2" = 1'-0" 2 WALL SECTION 08 1/2" = 1'-0" 3 WALL SECTION 07 2/24/2015 ---PAGE BREAK--- UP UP UP UP F G 7 24' - 8" 11' - 4" 0' - 3" 0' - 3" 12' - 7 3/4" 12' - 0" 12' - 8" 16' - 8" 0' - 5" 10' - 3" 5' - 0" S-N-1 114 3 A411 4 A411 5 A411 B B A1 D2 F F F F TREAD WIDTH 6' - 0" 6R @ 6" = 3'-0" 5T @ 12" = 5' - 0" S-N-1-1 S-N-1-2 S-N-1-3 114-2 5T @ 11" = 4' - 7" F G 7 S-N-2 217 218 3 A411 4 A411 5 A411 B B A F D2 D2 F 218-1 S-N-2-1 10T @ 11" = 9' - 2" 9T @ 11" = 8' - 4" FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" F G T.O. WALL 133' - 8" LANDING 108' - 7 1/2" 5 A411 B B F 05 51 00.C1 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" F G T.O. WALL 133' - 8" LANDING 108' - 7 1/2" 5 A411 11R = 6' - 4 1/2" 10R = 5' - 7 1/2" B F B F 05 51 00.C2 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" 7 T.O. WALL 133' - 8" LANDING 108' - 7 1/2" 3 A411 4 A411 B F F 05 51 00.C2 05 51 00.C2 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:11 PM A411 JCB FEB 24, 2015 13-CCLS NORTH STAIR PLANS AND SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/4" = 1'-0" 1 NORTH STAIR - FIRST FLOOR 1/4" = 1'-0" 2 NORTH STAIR - SECOND FLOOR 1/4" = 1'-0" 3 NORTH STAIR SECTION 1 1/4" = 1'-0" 4 NORTH STAIR SECTION 2 1/4" = 1'-0" 5 NORTH STAIR SECTION 3 2/24/2015 ---PAGE BREAK--- UP UP F B C 4 5 11' - 4" 9' - 4" E-1 S-W-1 102 103 5 4 C B 10' - 0 3/4" 8' - 0 3/4" 3' - 0" 7' - 0" 1' - 4" 3 A412 3' - 6" 2' - 7" 4 A412 A412 5 A412 6 A B C 4 5 4 C B 11' - 6 1/2" 9' - 6 1/2" 45.00° 1' - 5 1/4" 7' - 0" 3' - 1 1/4" 3 A412 4' - 10 7/32" 5' - 6" 3' - 6" 2' - 7" 4 A412 1' - 7 1/4" TREAD WIDTH 5' - 6" 05 51 00.C2 05 51 00.C2 D2 A G G G FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" T.O. WALL 133' - 8" LANDING 108' - 7 1/2" 4 A412 3' - 4" 3' - 8" 4' - 0" 4' - 0" 3' - 4" 3' - 8" 4' - 0" 4' - 0" EQ EQ G A502 2 FIRST FLOOR 100' - 0" T.O. WALL 133' - 8" 3 A412 LANDING 108' - 7 1/2" 3' - 4" 3' - 8" 4' - 0" 4' - 0" 3' - 4 1/8" 3' - 7 7/8" 4' - 0" 4' - 0" 1' - 5 1/4" 7' - 0" 3' - 1 1/4" GL7 GL7 GL7 G 4' - 0" 3' - 8" 3' - 4" 4' - 0" 4' - 0" 3' - 8" 3' - 4" EQ EQ G 4' - 0" 3' - 8" 3' - 4" 4' - 0" 4' - 0" 3' - 8" 3' - 4" 3' - 3 7/8" 3' - 6" 4' - 8 5/8" G 2 B C 3 A 1 C5 C4 98' - 0" 100' - 0" A A A A A D2 D2 99' - 2" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:14 PM A412 JCB FEB 24, 2015 13-CCLS WEST STAIR PLANS AND SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/4" = 1'-0" 1 WEST STAIR AND ELEVATOR - FIRST FLOOR 1/4" = 1'-0" 2 WEST STAIR AND ELEVATOR - SECOND FLOOR 1/4" = 1'-0" 3 WEST STAIR SECTION 1 1/4" = 1'-0" 4 WEST STAIR SECTION 2 1/4" = 1'-0" 5 ELEVATOR - NE 1/4" = 1'-0" 6 ELEVATOR - SE 1/4" = 1'-0" 8 SW ENTRANCE 2/24/2015 ---PAGE BREAK--- UP F F F J SD C J J J J J J J J J J J TR TR TR TR TR J J FACP FACP J J TC LC UP UP UP UP 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 1 A301 1 A301 1 A302 1 A302 3 A302 3 A302 2 A301 2 A301 3 A301 3 A301 2 A302 2 A302 3' - 8" 3' - 8" 2' - 4" 09 69 00 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:16 PM A501 JCB FEB 24, 2015 13-CCLS FIRST FLOOR - ACCESS FLOORING New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR - ACCESS FLOOR N 2/24/2015 ---PAGE BREAK--- REF. F J J J J J J TR TR TR SD UP UP 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 1 A301 1 A301 1 A302 3 A302 2 A301 2 A301 3 A301 3 A301 2 A302 09 69 00 10 56 26 SECOND FLOOR 115' - 0" ACCESS FLOOR PANEL- PARTIAL PANEL AT EDGES WHERE NEEDED INSTALL ACCESS FLOOR FLUSH WITH FLOOR SLAB ACCESS FLOOR SUPPORT PEDESTAL SEE STRUCTURAL FOR SLAB DETAILS INSTALL CARPET TILE ALIGNED WITH ACCESS FLOOR PANELS REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:18 PM A502 JCB FEB 24, 2015 13-CCLS SECOND FLOOR - ACCESS FLOORING New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR - ACCESS FLOOR N 1/2" = 1'-0" 2 EDGE OF STAIR OPENING 1 1/2" = 1'-0" 3 ACCESS FLOOR DETAIL 2/24/2015 ---PAGE BREAK--- UP UP 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 09 30 13.B1 09 65 43 09 30 13.B1 09 68 13.A6 09 68 13.A1 09 65 43 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 65 43 09 68 13.A6 09 65 43 09 65 43 09 65 43 09 65 43 09 65 43 09 30 13.B1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A4 09 68 13.A4 09 68 13.A5 09 68 13.A5 09 68 13.A1 09 68 13.A3 09 68 13.A2 09 68 13.A4 09 68 13.A3 09 68 13.A1 09 68 13.A2 108 106 122 107 110 111 112 113 121 114 S-N-1 115 120 119 101 109 105 118 104 123 102 103 111 116 117 E-1 S-W-1 115A REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:19 PM A511 JCB FEB 24, 2015 13-CCLS FIRST FLOOR FINISH PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR - FINISH PLAN ROOM FINISH SCHEDULE Number Name Floor Finish Base Finish Wall Finish Comments 101 SW Vestibule 09 68 13 09 29 00 102 New Material Browsing 09 68 13 09 29 00 103 Hold Material/Pick Up 09 68 13 09 29 00 104 Book Sorter 09 65 43 09 29 00 105 Corridor 09 68 13 09 29 00 106 R.R. 09 30 13 09 30 13 / 09 29 00 107 Custodial 09 65 43 06 64 00 / 09 29 00 108 R.R. 09 30 13 09 30 13 / 09 29 00 109 Vestibule 09 68 13 09 29 00 110 Kitchen 09 65 43 09 29 00 111 Storage 09 68 13 09 29 00 111 Vend/Cafe Seating and Reading 09 68 13 09 29 00 112 Meeting 1 09 68 13 09 29 00 / 10 22 38 113 Meeting 2 09 68 13 09 29 00 / 10 22 38 114 Shipping/Receiving 09 29 00 115 Staff 09 68 13 09 29 00 115A Book Return 09 68 13 09 29 00 116 Storage 09 65 43 09 29 00 117 Jan Storage 09 65 43 09 29 00 118 R.R. 09 30 13 09 30 13 / 09 29 00 119 IT 09 65 43 09 29 00 120 Electrical 09 65 43 09 29 00 121 Multi-Purpose / Children's Story 09 65 43 09 29 00 122 Maker Space(s) 09 65 43 09 29 00 / 10 22 58 123 Children's Collections 09 68 13 09 29 00 201 Quiet Reading 09 68 13 09 29 00 202 Adult Stacks and Seating 09 68 13 09 29 00 203 A/V Collections / Computing 09 68 13 09 29 00 204 Study 09 68 13 09 29 00 205 Study 09 68 13 09 29 00 206 Hall 09 68 13 09 29 00 207 R.R. 09 30 13 09 30 13 / 09 29 00 208 R.R. 09 30 13 09 30 13 / 09 29 00 209 Cust. 09 65 43 06 64 00 / 09 29 00 209-A Elevator Closet 09 65 43 09 29 00 210 Teen Area 09 68 13 09 29 00 211 Teen Activity 09 68 13 09 29 00 212 Teen Study 09 68 13 09 29 00 213 Teen Study 09 68 13 09 29 00 214 Archive 09 68 13 09 29 00 215 Archive Work Room 09 68 13 09 29 00 216 Archive Reading 09 68 13 09 29 00 217 Hall 09 68 13 09 29 00 218 Storage 09 65 43 09 29 00 219 Mech / Elect. 09 65 43 09 29 00 220 Staff R.R. 09 30 13 09 30 13 / 09 29 00 221 Staff Break Room 09 65 43 09 29 00 222 Staff 09 68 13 09 29 00 223 Office 09 68 13 09 29 00 / 10 22 19 224 Director's Office 09 68 13 09 29 00 / 10 22 19 225 Meeting / Study 09 68 13 09 29 00 226 Reading Porch 04 73 13 04 73 13 E-1 Elevator 09 68 13 14 21 00 E-2 Elevator 09 68 13 14 21 00 S-N-1 Stair 09 65 43 S-N-2 Stair 09 65 43 09 29 00 S-W-1 West Stair S-W-2 Stair KEYNOTES 09 30 13.B1 FLOOR TILE 09 65 43 LINOLEUM FLOORING 09 68 13.A1 CARPET TILE 1 (CPT1) 09 68 13.A2 CARPET TILE 2 (CPT2) 09 68 13.A3 CARPET TILE 3 (CPT3) 09 68 13.A4 CARPET TILE 4 (CPT4) 09 68 13.A5 CARPET TILE 5 (CPT5) 09 68 13.A6 CARPET TILE 6 (CPT6) 2/24/2015 ---PAGE BREAK--- REF. 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 09 68 13.A1 09 68 13.A5 09 68 13.A2 09 68 13.A4 09 68 13.A5 09 68 13.A3 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 65 43 09 65 43 09 65 43 09 30 13.B1 09 65 43 09 30 13.B1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 68 13.A1 09 65 43 201 214 225 215 216 222 210 203 202 S-W-2 217 213 212 220 219 S-N-2 221 218 223 224 226 211 208 207 209 209-A 205 204 206 E-2 10 56 26 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:21 PM A512 JCB FEB 24, 2015 13-CCLS SECOND FLOOR FINISH PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR - FINISH PLAN ROOM FINISH SCHEDULE Number Name Floor Finish Base Finish Wall Finish Comments 101 SW Vestibule 09 68 13 09 29 00 102 New Material Browsing 09 68 13 09 29 00 103 Hold Material/Pick Up 09 68 13 09 29 00 104 Book Sorter 09 65 43 09 29 00 105 Corridor 09 68 13 09 29 00 106 R.R. 09 30 13 09 30 13 / 09 29 00 107 Custodial 09 65 43 06 64 00 / 09 29 00 108 R.R. 09 30 13 09 30 13 / 09 29 00 109 Vestibule 09 68 13 09 29 00 110 Kitchen 09 65 43 09 29 00 111 Storage 09 68 13 09 29 00 111 Vend/Cafe Seating and Reading 09 68 13 09 29 00 112 Meeting 1 09 68 13 09 29 00 / 10 22 38 113 Meeting 2 09 68 13 09 29 00 / 10 22 38 114 Shipping/Receiving 09 29 00 115 Staff 09 68 13 09 29 00 115A Book Return 09 68 13 09 29 00 116 Storage 09 65 43 09 29 00 117 Jan Storage 09 65 43 09 29 00 118 R.R. 09 30 13 09 30 13 / 09 29 00 119 IT 09 65 43 09 29 00 120 Electrical 09 65 43 09 29 00 121 Multi-Purpose / Children's Story 09 65 43 09 29 00 122 Maker Space(s) 09 65 43 09 29 00 / 10 22 58 123 Children's Collections 09 68 13 09 29 00 201 Quiet Reading 09 68 13 09 29 00 202 Adult Stacks and Seating 09 68 13 09 29 00 203 A/V Collections / Computing 09 68 13 09 29 00 204 Study 09 68 13 09 29 00 205 Study 09 68 13 09 29 00 206 Hall 09 68 13 09 29 00 207 R.R. 09 30 13 09 30 13 / 09 29 00 208 R.R. 09 30 13 09 30 13 / 09 29 00 209 Cust. 09 65 43 06 64 00 / 09 29 00 209-A Elevator Closet 09 65 43 09 29 00 210 Teen Area 09 68 13 09 29 00 211 Teen Activity 09 68 13 09 29 00 212 Teen Study 09 68 13 09 29 00 213 Teen Study 09 68 13 09 29 00 214 Archive 09 68 13 09 29 00 215 Archive Work Room 09 68 13 09 29 00 216 Archive Reading 09 68 13 09 29 00 217 Hall 09 68 13 09 29 00 218 Storage 09 65 43 09 29 00 219 Mech / Elect. 09 65 43 09 29 00 220 Staff R.R. 09 30 13 09 30 13 / 09 29 00 221 Staff Break Room 09 65 43 09 29 00 222 Staff 09 68 13 09 29 00 223 Office 09 68 13 09 29 00 / 10 22 19 224 Director's Office 09 68 13 09 29 00 / 10 22 19 225 Meeting / Study 09 68 13 09 29 00 226 Reading Porch 04 73 13 04 73 13 E-1 Elevator 09 68 13 14 21 00 E-2 Elevator 09 68 13 14 21 00 S-N-1 Stair 09 65 43 S-N-2 Stair 09 65 43 09 29 00 S-W-1 West Stair S-W-2 Stair KEYNOTES 09 30 13.B1 FLOOR TILE 09 65 43 LINOLEUM FLOORING 09 68 13.A1 CARPET TILE 1 (CPT1) 09 68 13.A2 CARPET TILE 2 (CPT2) 09 68 13.A3 CARPET TILE 3 (CPT3) 09 68 13.A4 CARPET TILE 4 (CPT4) 09 68 13.A5 CARPET TILE 5 (CPT5) 10 56 26 MOBILE STORAGE SHELVING 2/24/2015 ---PAGE BREAK--- UP F F F J SD C J J J J J J J J J J J TR TR TR TR TR J J FACP FACP J J TC LC UP 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 2'-0" 2'-0" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" PAC PAC 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com 2/24/2015 7:13:38 PM A521 Author FEB 24, 2015 13-CCLS FIRST FLOOR FURNITURE PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR FURNITURE PLAN FOR REFERENCE ONLY ---PAGE BREAK--- REF. F J J J J J J TR TR TR SD REF. 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 7'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 7'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 7'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 7'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 7'-6" 7'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 7'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 7'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" PAC 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" PAC 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com 2/24/2015 7:13:40 PM A522 Author FEB 24, 2015 13-CCLS SECOND FLOOR FURNITURE PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 FOR REFERENCE ONLY 1/8" = 1'-0" 1 SECOND FLOOR FURNITURE PLAN ---PAGE BREAK--- J J J J J J J J J J J TR TR TR TR J J J J TR TR REF. B C 6 7 A 8 A610 1 A610 3 2 4 108 106 107 105 D1 D2 D1 D2 D1 D2 D1 D2 D2 A A E1 A610 23 6' - 0" 20' - 0" 5' - 1 1/4" 5' - 1" 4' - 7" 4' - 7 7/8" 6' - 3" 5' - 1" 8' - 2 3/16" 4' - 8" 13' - 4" 8' - 8" 13' - 1 13/16" 4' - 9 3/8" 3' - 11" 1' - 6" 0' - 10 3/16" 13' - 1 13/16" 8' - 8" 13' - 4" 5' - 4 5/8" 5' - 1" 3' - 0" 3' - 0" 3' - 3 3/8" 5' - 1" 1' - 6" 11' - 0" (WALL TILE) (WALL TILE) 11' - 0" B C 6 A A610 9 7 A610 11 10 13 6 8 12 209-A 209 208 207 206 D2 D2 D2 D1 D2 D2 D1 D1 A C C D2 6' - 0" 11' - 0" 7' - 6" 7' - 6" 5' - 9" 2' - 3" 6' - 0" 10' - 4 1/2" 4' - 3" 5' - 4 1/2" 1' - 5" 9' - 0" 207-1 208-1 209-1 209A-1 G 6 A610 14 16 17 15 A610 18 19 20 220 221 219 9' - 10" 8' - 2" 5' - 7" 8' - 0" D2 D2 D2 A D2 220-1 221-1 219-1 05 50 00.E1 S2 S2 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:22 PM A601 JCB FEB 24, 2015 13-CCLS ENLARGED PLANS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/4" = 1'-0" 1 ENLARGED PLAN - MAIN FLOOR RESTROOMS 1/4" = 1'-0" 2 ENLARGED PLAN - SECOND FLOOR RESTROOMS 1/4" = 1'-0" 3 ENLARGED PLAN - STAFF BREAK AREA 2/24/2015 ---PAGE BREAK--- 10 28 00.C2 09 29 00 09 30 13.A2 09 30 13.A3 09 30 13.A2 10 21 13 10 28 00.D1 10 28 00.F1 10 28 00.F1 96" x 48" 10 28 00.D1 10 28 00.F1 96" x 48" 09 29 00 09 30 13.A2 09 30 13.A3 09 30 13.A2 10 28 00.C2 10 28 00.C1 10 21 13 10 28 00.A5 10 28 00.A5 10 21 13 GAS FIREPLACE INSERT GLU-LAM BEAM SALVAGED FROM EXISTING BUILDING. REFINISH 04 73 13 04 73 13 10 28 00.F1 10 28 00.F1 10 28 00.C3 10 28 00.C1 10 28 00.C2 10 28 00.C1 10 28 00.D1 09 30 13.A2 09 30 13.A3 09 30 13.A2 09 29 00 10 28 00.D1 24" X 48" 10 28 00.C2 10 28 00.C1 10 28 00.F1 10 28 00.C1 10 28 00.C3 10 28 00.F1 10 28 00.F1 10 28 00.C3 10 28 00.C1 10 28 00.F1 09 30 13.A2 10 28 00.C2 10 28 00.C1 09 30 13.A3 09 30 13.A2 10 28 00.D1 24" X 48" 12" 30" 30" 15" 25" 4" 36" 25" 18" 12" 12" 25" 36" 12" 30" 30" 25" 36" 15" 30" 30" 30" 30" 15" 15" 15" 30" 24" 36" 15" 30" 30" 30" 30" 30" 15" 06 41 16.A1 06 41 16.B1 06 41 16.A1 15" 15" 15" 30" 30" 30" 30" 15" 30" 24" 36" 15" 30" 30" 30" 30" 30" 15" 10 28 00.F1 09 30 13.A2 09 30 13.A3 09 30 13.A2 22 40 00.A1 09 29 00 36" 36" 36" 30" 24" 36" 33" 18" 30" 18" 36" 4" 20" 30" REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:28 PM A610 JCB FEB 24, 2015 13-CCLS INTERIOR ELEVATIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/4" = 1'-0" 1 ROOM 106 - NORTH 1/4" = 1'-0" 2 ROOM 106 - SOUTH 1/4" = 1'-0" 3 ROOM 108 - NORTH 1/4" = 1'-0" 4 ROOM 108 - SOUTH 1/4" = 1'-0" 5 ROOM 201 - NORTH 1/4" = 1'-0" 6 ROOM 207 - EAST 1/4" = 1'-0" 7 ROOM 207 - NORTH 1/4" = 1'-0" 8 ROOM 207 - SOUTH 1/4" = 1'-0" 9 ROOM 207 - WEST 1/4" = 1'-0" 10 ROOM 208 - EAST 1/4" = 1'-0" 11 ROOM 208 - NORTH 1/4" = 1'-0" 12 ROOM 208 - SOUTH 1/4" = 1'-0" 13 ROOM 208 - WEST 1/4" = 1'-0" 14 ROOM 220 - EAST 1/4" = 1'-0" 15 ROOM 220 - NORTH 1/4" = 1'-0" 16 ROOM 220 - SOUTH 1/4" = 1'-0" 17 ROOM 220 - WEST 1/4" = 1'-0" 18 ROOM 221 - NORTH 1/4" = 1'-0" 19 ROOM 221 - WEST 1/4" = 1'-0" 20 ROOM - 221 SOUTH 1/4" = 1'-0" 21 ROOM 121 - EAST 1/4" = 1'-0" 22 ROOM 122 - EAST 1/4" = 1'-0" 23 ROOM 105 - WEST 1/4" = 1'-0" 24 ROOM 110 - NORTH 1/4" = 1'-0" 25 ROOM 110 - EAST 2/24/2015 ---PAGE BREAK--- 9' - 0" 3' - 0" 2' - 10" 7' - 0" 2' - 10" 2' - 0" 3' - 0" 4' - 0" 12' - 8" GL4 GL4 GL5 9' - 0" 2' - 0" 7' - 0" 2' - 10" 7' - 0" 2' - 10" 12' - 8" GL4 GL5 14' - 0" 3' - 0" 2' - 0" 6' - 0" 7' - 0" 10' - 10" 2' - 2 1/2" 6' - 7 1/2" 2' - 0" 2' - 10 1/4" 5' - 1 3/4" 5' - 1 3/4" 2' - 10 1/4" 16' - 0" 3' - 2" 2' - 0" GL4 GL4 GL5 2' - 0" 6' - 7 1/2" 2' - 2 1/2" 8' - 10" 2' - 10 1/4" 5' - 1 3/4" 5' - 1 3/4" 2' - 10 1/4" 16' - 0" 3' - 2" 2' - 0" GL4 GL4 GL5 8' - 0" 2' - 0" 2' - 0" 6' - 0" 2' - 10 1/4" 5' - 1 3/4" 5' - 1 3/4" 2' - 10 1/4" 16' - 0" GL4 GL5 2' - 0" 10' - 0" 4' - 7 1/2" 3' - 4 1/2" 2' - 0" 6' - 0" OPAQUE OPAQUE GL5 2' - 0" 8' - 0" 6' - 0" 2' - 0" 6' - 0" GL5 GL4 7' - 1" 3' - 0" 2' - 0" 5' - 1" 3' - 4" GL3 GL5 2' - 3" 6' - 9" 4' - 9" 2' - 0" 3' - 4" GL3 GL5 5' - 0" 5' - 2" 3' - 6" GL3 7' - 6 1/2" 2' - 5 1/2" 10' - 0" 7' - 1" GL3 GL3 9' - 0" 7' - 0" 2' - 0" 3' - 4" GL3 7' - 2 1/4" 3' - 3 1/4" 2' - 10 1/4" 2' - 10 1/2" 3' - 0" 9' - 0" 4' - 2 1/4" 3' - 0" GL2 GL2 4' - 2 1/4" 3' - 0" 7' - 2 1/4" 2' - 4 3/4" 3' - 0" GL2 GL2 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:30 PM A701 JCB FEB 24, 2015 13-CCLS CURTAIN WALL AND STOREFRONT ELEVATIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/4" = 1'-0" 1 C1 curtain wall 1/4" = 1'-0" 2 C2 curtain wall 1/4" = 1'-0" 3 C3 curtain wall 1/4" = 1'-0" 4 C4 curtain wall 1/4" = 1'-0" 5 C5 curtain wall 1/4" = 1'-0" 6 C6 curtain wall 1/4" = 1'-0" 7 C7 curtain wall 1/4" = 1'-0" 8 C8 Curtain Wall 1/4" = 1'-0" 9 S1 storefront 1/4" = 1'-0" 10 S2 storefront 1/4" = 1'-0" 11 S3 storefront 1/4" = 1'-0" 12 S4 storefront 1/4" = 1'-0" 13 S5 storefront 1/4" = 1'-0" 14 S6 STOREFRONT 1/4" = 1'-0" 15 S7 STOREFRONT GL4 GL5 GL4 2/24/2015 ---PAGE BREAK--- F FG V L SL-1 SL-2 SL-3 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/24/2015 7:35:31 PM A702 JCB FEB 24, 2015 13-CCLS DOOR SCHEDULE New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 Door Schedule Mark Width Height Door Type Material Glazing Finish Fire Rating Hardware Group Frame Material Frame Type Frame Glazing Frame Finish Head Jamb Sill Comments 101-1 10' - 2" 8' - 6 3/4" SL-2 AL By MFG By MFG - 12 AL By MFG GL-4 By MFG 101-2 7' - 1" 7' - 6 1/4" SL-1 AL By MFG By MFG - 12 AL By MFG By MFG 103-1 6' - 0" 7' - 0" FG WD GL-2 081416 9 HM 099123 104-1 2' - 9" 7' - 10" F WD - 081416 - 2 HM 099123 107-1 3' - 0" 7' - 0" F WD - 081416 20 min. 3 HM 099123 109-1 7' - 1" 7' - 6 1/2" SL-1 AL By MFG By MFG - 12 AL By MFG GL-3 By MFG 109-2 7' - 1" 7' - 6 1/4" SL-1 AL By MFG By MFG - 12 AL By MFG By MFG 110-1 3' - 0" 7' - 0" F WD - 081416 20 min. 2 HM 099123 111-1 6' - 0" 7' - 0" F WD - 081416 11 HM 099123 112-1 6' - 0" 7' - 0" F WD - 081416 20 min. 13 HM 099123 112-2 3' - 0" 7' - 0" F WD - 081416 20 min. 2 HM 099123 113-1 3' - 0" 7' - 0" F WD - 081416 20 min. 2 HM 099123 114-1 6' - 0" 7' - 0" F WD - 081416 4 HM 099123 114-2 3' - 6" 7' - 0" N HM GL-5 099113 7 HM 099113 115-1 3' - 0" 7' - 0" F WD - 081416 20 min. 2 HM 099123 115A-1 3' - 0" 7' - 0" F WD - 081416 - 2 HM 099123 116-1 3' - 0" 7' - 0" F WD - 081416 - 3 HM 099123 117-1 3' - 0" 7' - 0" F WD - 081416 20 min. 3 HM 099123 118-1 3' - 0" 7' - 0" F WD - 081416 - 1 HM 099123 119-1 3' - 0" 7' - 0" F WD - 081416 - 3 HM 099123 120-1 3' - 0" 7' - 0" F WD - 081416 20 min. 3 HM 099123 121-1 7' - 0" 7' - 0" F WD - 081416 15 - 201-1 6' - 0" 7' - 0" FG WD GL-2 081416 - 4 HM - 099123 204-1 3' - 0" 7' - 0" F WD - 081416 - 2 AL S7 GL-2 084113 205-1 3' - 0" 7' - 0" F WD - 081416 - 2 AL S7 GL-2 084113 207-1 3' - 0" 7' - 0" F WD - 081416 - 1 HM - 099123 208-1 3' - 0" 7' - 0" F WD - 081416 - 1 HM - 099123 209-1 3' - 0" 7' - 0" L WD - 081416 - 3 HM - 099123 209A-1 4' - 0" 7' - 0" L WD - 081416 - 2 HM - 099123 212-1 3' - 0" 7' - 0" F WD - 081416 - 2 AL S6 GL-2 084113 213-1 3' - 0" 7' - 0" F WD - 081416 - 2 AL S6 GL-2 084113 214-1 3' - 0" 7' - 0" F WD - 081416 20 min. 2 HM - 099123 215-1 3' - 0" 7' - 0" F WD - 081416 - 2 AL S6 GL-2 084113 218-1 3' - 0" 7' - 0" F WD - 081416 20 min. 3 HM - 099123 219-1 3' - 0" 7' - 0" F WD - 081416 20 min. 3 HM - 099123 220-1 3' - 0" 7' - 0" F WD - 081416 - 1 HM - 099123 221-1 3' - 0" 7' - 0" F WD - 081416 20 min. 2 HM - 099123 221-2 3' - 0" 7' - 0" F WD - 081416 - 5 HM - 099123 222-1 3' - 0" 7' - 0" HG WD GL-2 081416 20 min. 2 HM - 099123 223-1 3' - 0 1/4" 6' - 10 3/4" F WD 081416 - 2 224-1 3' - 0 1/4" 6' - 10 3/4" F WD 081416 - 2 225-1 3' - 0" 7' - 0" F WD - 081416 - 2 AL S6 GL-2 084113 226-1 2' - 11 1/2" 6' - 11" FG AL GL-3 084113 - 10 AL S5 GL-3 084113 S-N-1-1 3' - 0" 7' - 0" N HM GL-5 099113 - 7 HM 099113 S-N-1-2 3' - 0" 7' - 0" F WD - 081416 60 min 6 HM 099123 S-N-1-3 3' - 0" 7' - 0" N WD GL-5 081416 60 min 8 HM 099123 S-N-2-1 3' - 0" 7' - 0" N WD GL-5 081416 60 min 6 HM 099123 3/8" = 1'-0" 1 DOOR TYPES 2/24/2015 ---PAGE BREAK--- 4' - 7" 1' - 9 3/8" 0' - 1 1/2" 0' - 6 1/2" 2' - 0 1/4" 1' - 7 1/2" 0' - 6 9/16" 4' - 2 5/16" 7' - 0 3/8" 2 A801 Sim 3 A801 Sim 4C A801 4A A801 4D A801 4B A801 LOCKABLE ROLLERS PROVIDE ACCESS TO ROLLERS 1/2" BIRCH VENEER PLYWOOD 3/4" PLYWOOD SHEATHING 0' - 5" 1' - 0" 3' - 8" 1' - 5" 6' - 6" LOCKABLE ROLLERS PROVIDE ACCESS TO ROLLERS 1" ADJUSTABLE SHELVES 1/2" BIRCH VENEER PLYWOOD 3/4" PLYWOOD SHEATHING 0' - 5" 1' - 0" 1' - 3" 1' - 3" 1' - 2" 1' - 5" 6' - 6" 2' - 0" 2' - 0" 2' - 4 1/2" 6' - 6" 2' - 3 7/8" 1' - 10 1/2" 1' - 8 3/4" 1' - 10 1/2" 2' - 0" 2' - 0" 2' - 4 1/2" 6' - 6" 2' - 0" 2' - 0" 2' - 4 1/2" 6' - 6" 2' - 0" 2' - 0" 2' - 4 1/2" 6' - 6" 1' - 9 3/8" 1' - 9 3/8" 1' - 11 1/4" 2' - 4 1/8" 2' - 1 7/8" 2' - 3 7/16" 2' - 2 1/2" 1' - 10 5/16" 2' - 0 15/16" 0' - 0 1/2" 2' - 0 15/16" 2' - 2 13/16" 2' - 4 1/8" 2' - 5 7/16" 2' - 7 1/32" 2' - 2 1/2" 2' - 1 7/8" 0' - 0 1/2" 0' - 0 1/2" OWNER SUPPLIED MONITOR SCREEN AND WALL BRACKET ADJUSTABLE SHELVING PROVIDE ACCESS PANELS FOR LOCKABLE ROLLERS VIEW VIEW VIEW VIEW REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/26/2015 2:44:45 PM A801 JCB FEB 24, 2015 13-CCLS MOVABLE READING NOOK New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 3/4" = 1'-0" 1 Movable Reading Nook Plan View 2/24/2015 3/4" = 1'-0" 2 Movable Reading Nook Section Sitting Area 3/4" = 1'-0" 3 Movable Reading Nook Section Book Shelves 3/4" = 1'-0" 4 Movable Reading Nook Elevations ---PAGE BREAK--- M SD C D C SD C SD C SD C SD C D C SD C C C C C SD C OS OS OS OS OS OS OS 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 108 106 122 107 110 111 112 113 121 114 S-N-1 115 120 119 101 109 105 118 104 123 102 103 111 116 117 E-1 S-W-1 18' - 0" 18' - 0" 12' - 0" 10' - 0" 12' - 0" 24' - 0" 20' - 0" 20' - 0" 12' - 0" 24' - 0" 18' - 0" 12' - 0" 14' - 0" 12' - 0" 12' - 0" 20' - 0" 25.00° 10.00° 10.00° 14.00° 10.00° 10.00° 12' - 0" 10' - 0" 11' - 0" 11' - 0" 10' - 0" 11' - 0" 10' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 10' - 0" 11' - 0" 10' - 0" 11' - 0" 10' - 6" 8' - 0" 10' - 0" 10' - 0" 9' - 0" 9' - 0" 10' - 0" 9' - 0" 9' - 0" 2 A901 Sim 3 A901 Sim 3 A902 Sim 3 A901 Sim 2 A902 Sim 09 50 10 09 50 10 09 50 10 09 50 00 09 50 00 09 50 00 09 50 00 09 50 00 09 50 00 09 50 00 09 50 00 3' - 9" 3' - 6" 10 53 00 10 53 00 10 53 00 09 29 00.D11 05 41 00.A5 07 21 00.A10 09 51 23.A1 10 22 38 05 12 00.M0 09 29 00.D11 09 29 00.D11 05 41 00.A5 09 51 23.A1 09 29 00.D11 10 22 38 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/26/2015 2:55:30 PM A901 JCB FEB 24, 2015 13-CCLS FIRST FLOOR REFLECTED CEILING PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR 1/2" = 1'-0" 2 Ceiling Detail Door Partition Rm 111 to 112 1/2" = 1'-0" 3 Ceiling Detail Door Partition Rm 112 to 113 CEILING SCHEDULE Number Name Ceiling Finish 101 SW Vestibule 09 50 00 / OPEN 102 New Material Browsing 09 50 00 / OPEN 103 Hold Material/Pick Up 09 50 00 / OPEN 104 Book Sorter OPEN TO STRUCTURE 105 Corridor 09 51 23 106 R.R. 09 29 00 107 Custodial OPEN TO STRUCTURE 108 R.R. 09 29 00 109 Vestibule 09 29 00 110 Kitchen 09 51 23 111 Storage 09 51 23 111 Vend/Cafe Seating and Reading 09 50 00 / OPEN 112 Meeting 1 09 29 00 / 09 51 23 113 Meeting 2 09 29 00 / 09 51 23 114 Shipping/Receiving OPEN TO STRUCTURE 115 Staff 09 51 23 115A Book Return OPEN TO STRUCTURE 116 Storage 09 51 23 117 Jan Storage OPEN TO STRUCTURE 118 R.R. 09 29 00 119 IT OPEN TO STRUCTURE 120 Electrical OPEN TO STRUCTURE 121 Multi-Purpose / Children's Story 09 51 23 122 Maker Space(s) 09 51 23 123 Children's Collections 09 50 10 / OPEN 201 Quiet Reading 09 50 00 / OPEN 202 Adult Stacks and Seating 09 50 00 / 09 50 10 / OPEN 203 A/V Collections / Computing 09 50 00 / 09 50 10 / OPEN 204 Study 09 51 23 205 Study 09 51 23 206 Hall 09 51 23 207 R.R. 09 29 00 208 R.R. 09 29 00 209 Cust. OPEN TO STRUCTURE 209-A Elevator Closet 09 29 00 210 Teen Area 09 50 10 / OPEN 211 Teen Activity 09 50 10 / OPEN 212 Teen Study 09 50 10 / OPEN 213 Teen Study 09 50 10 / OPEN 214 Archive OPEN TO STRUCTURE 215 Archive Work Room 09 51 23 216 Archive Reading 09 51 23 217 Hall 09 51 23 218 Storage OPEN TO STRUCTURE 219 Mech / Elect. OPEN TO STRUCTURE 220 Staff R.R. 09 29 00 221 Staff Break Room 09 51 23 222 Staff 09 51 23 223 Office 09 51 23 224 Director's Office 09 51 23 225 Meeting / Study 09 51 23 226 Reading Porch 07 41 23 E-1 Elevator 14 21 00 E-2 Elevator 14 21 00 S-N-1 Stair OPEN TO STRUCTURE S-N-2 Stair OPEN TO STRUCTURE S-W-1 West Stair OPEN TO STRUCTURE S-W-2 Stair OPEN TO STRUCTURE 2/24/2015 ---PAGE BREAK--- ST SD C SD C SD C SD C SD C SD C D C SD CD C OS OS OS OS OS VFD 2 B C D E F G 3 4 5 6 7 A 1 8 C.5 201 214 225 215 216 222 210 203 202 S-W-2 217 213 212 220 219 S-N-2 221 218 223 224 226 211 208 207 209 205 204 206 E-2 18' - 0" 18' - 0" 18' - 0" 12' - 0" 12' - 0" 12' - 0" 14' - 0" 20' - 0" 12' - 0" 30' - 0" 14.00° 14.00° 45.00° 9.00° 54.44° 64.66° 11' - 0" 11' - 0" 12' - 0" 11' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 2" 10' - 0" 9' - 6" 11' - 0" 11' - 6" 12' - 0" 10' - 0" 9' - 4" 9' - 4" 9' - 0" 9' - 0" 4 A902 Sim 5 A902 Sim 4 A902 Sim 4 A902 Sim 09 50 00 09 50 00 09 50 00 09 50 00 09 50 00 09 50 10 09 50 10 09 50 10 09 50 10 09 50 10 09 50 10 09 50 10 09 51 23 09 51 23 09 51 23 09 51 23 10' - 0" TUBULAR UNIT SKYLIGHT, TYP. 09 29 00.D11 05 40 00 09 51 23.A1 0' - 2" 09 29 00.D11 09 51 23.A1 05 40 00 05 40 00 09 29 00.D11 REVISIONS COPYRIGHT 2014 HEIN/BOND LLC Job No. Date: Drawn By: 235 S. David, Ste. D, Casper, WY 82601 [PHONE REDACTED] heinbond.com L I C E N S E D A R C H I T E C T S T A T E O F W Y O M I N G B-0260 Date: J E F F E R Y C . B O N D , J R . 2/26/2015 2:55:31 PM A902 JCB FEB 24, 2015 13-CCLS SECOND FLOOR REFLECTED CEILING PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR 1/2" = 1'-0" 2 Ceiling Detail Door Partition Rm 123 to 122 1/2" = 1'-0" 3 Ceiling Detail Dropped Header Gyp and LayIn 1/2" = 1'-0" 4 Ceiling Detail Dropped Header LayIn 1/2" = 1'-0" 5 Ceiling Detail Dropped Header Box CEILING SCHEDULE Number Name Ceiling Finish 101 SW Vestibule 09 50 00 / OPEN 102 New Material Browsing 09 50 00 / OPEN 103 Hold Material/Pick Up 09 50 00 / OPEN 104 Book Sorter OPEN TO STRUCTURE 105 Corridor 09 51 23 106 R.R. 09 29 00 107 Custodial OPEN TO STRUCTURE 108 R.R. 09 29 00 109 Vestibule 09 29 00 110 Kitchen 09 51 23 111 Storage 09 51 23 111 Vend/Cafe Seating and Reading 09 50 00 / OPEN 112 Meeting 1 09 29 00 / 09 51 23 113 Meeting 2 09 29 00 / 09 51 23 114 Shipping/Receiving OPEN TO STRUCTURE 115 Staff 09 51 23 115A Book Return OPEN TO STRUCTURE 116 Storage 09 51 23 117 Jan Storage OPEN TO STRUCTURE 118 R.R. 09 29 00 119 IT OPEN TO STRUCTURE 120 Electrical OPEN TO STRUCTURE 121 Multi-Purpose / Children's Story 09 51 23 122 Maker Space(s) 09 51 23 123 Children's Collections 09 50 10 / OPEN 201 Quiet Reading 09 50 00 / OPEN 202 Adult Stacks and Seating 09 50 00 / 09 50 10 / OPEN 203 A/V Collections / Computing 09 50 00 / 09 50 10 / OPEN 204 Study 09 51 23 205 Study 09 51 23 206 Hall 09 51 23 207 R.R. 09 29 00 208 R.R. 09 29 00 209 Cust. OPEN TO STRUCTURE 209-A Elevator Closet 09 29 00 210 Teen Area 09 50 10 / OPEN 211 Teen Activity 09 50 10 / OPEN 212 Teen Study 09 50 10 / OPEN 213 Teen Study 09 50 10 / OPEN 214 Archive OPEN TO STRUCTURE 215 Archive Work Room 09 51 23 216 Archive Reading 09 51 23 217 Hall 09 51 23 218 Storage OPEN TO STRUCTURE 219 Mech / Elect. OPEN TO STRUCTURE 220 Staff R.R. 09 29 00 221 Staff Break Room 09 51 23 222 Staff 09 51 23 223 Office 09 51 23 224 Director's Office 09 51 23 225 Meeting / Study 09 51 23 226 Reading Porch 07 41 23 E-1 Elevator 14 21 00 E-2 Elevator 14 21 00 S-N-1 Stair OPEN TO STRUCTURE S-N-2 Stair OPEN TO STRUCTURE S-W-1 West Stair OPEN TO STRUCTURE S-W-2 Stair OPEN TO STRUCTURE 2/24/2015 ---PAGE BREAK--- ELEVATION VIEW 1 = DRAWING NUMBER A101 = SHEET NUMBER DETAIL CUT 1 = DRAWING NUMBER A101 = SHEET NUMBER DETAIL CALL OUT 1 = DRAWING NUMBER A101 = SHEET NUMBER INDICATES ADDENDUM NUMBER INDICATES STEPS AND SLOPES IN DECKS & SLABS ELEVATION CALLOUT REFERENCE = T/OBJECT OR B/OBJECT XXX'-YY" = OBJECT ELEVATION GENERAL LEGEND STRUCTURAL ABBREVIATIONS ABBREVIATION DEFINITION AB anchor bolt ADDNL additional AFF above finish floor ALT alternate ARCH architectural BOT, B/ bottom BLDG building BM beam BRG bearing BS both sides BTWN between CFM cold formed metal framing CJ const/control joint CJP complete joint penetration CIP cast-in-place CLR clear CMU concrete masonry unit COL column CONC concrete CONN connection CONST construction CONT continuous D depth DIA, 9 diameter DIM dimension DK deck DTL detail DWGS drawings DWL dowel EA each EF each face EJ expansion joint ELEV elevation EOx edge of (S=slab, C=conc, etc) EW each way existing construction EXP expansion EXT exterior FDN foundation FLR floor FOx face of (S=stud, CMU, etc) FTG footing FS far side GA gauge GB grade beam GEN general GLB glulam HAS headed anchor stud HK hook HORIZ horizontal IFx inside face (S=stud, CMU, etc.) INT interior JT joint KIP, K 1000 lbs ABBREVIATION DEFINITION KLF kips per lineal foot L length LAT lateral LBS pounds LLH long leg horizontal LLV long leg vertical LONG longitudinal LSL laminated strand lumber LVL laminated veneer lumber LW, LWT light weight MAS masonry MAX maximum MECH mechanical MFR manufacturer MIN minimum MTL metal new construction NOM nominal NS near side NW, NWT normal weight OC on center OF outside face OH opposite hand OPNG opening PAF powder actuated fastener PC precast PERP perpendicular PJP partial joint penetration PL, A plate PLF pounds per lineal foot PSL parallel strand lumber PT post-tensioning PT pressure treated RE: reference REINF reinforcement REQD required RET retaining SOG slab on grade SC slip critical SCHED schedule SECT section SIP structural insulating panel SPA spacing stiffener STL steel SUBFLR subfloor TO top of THK thickness TRAN transverse TYP typical UNO unless noted otherwise VERT vertical W width WWF welded wire fabric A101 1 1 A101 1 A101 REFERENCE XXX'-YY" PROJECT DESCRIPTION 1. Project consists of a new two story library facility. Foundations consist of helical piers and grade beams on void form. Superstructure is composite concrete slabs on composite structural steel post and beam framing. Lateral systems are steel braced frames and ordinary reinforced masonry shear walls. 2. This description is for general orientation only. The General Contractor is responsible for all scope items described in the drawings and project specifications as well as for all material and labor that can reasonably be inferred there from. GENERAL APPLICATION 1. These drawings must be used in conjunction with the architectural drawings on the project to clearly define all requirements for construction. 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanical, and electrical documents. 3. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions, contradictions or ambiguities in the drawings shall be brought to the attention of the Structural Engineer. Corrections or written interpretations shall be issued before affected work may proceed. 4. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing of any deviation or substitution from requirements of the contract documents. Contractor shall not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's review of shop drawings, project data, etc., unless the Contractor has clearly and explicitly informed the Structural Engineer in writing of any deviations or substitutions at time of submission. MISCELLANEOUS NOTES 1. The Contractor is solely responsible for all safety regulations, programs and precautions related to all work on this project. 2. The Contractor is solely responsible for the protection of persons and property either on or adjacent to the project and shall protect it against injury, damage, or loss. 3. Means and methods of construction and erection of structural materials are solely the Contractor's responsibility. 4. The structure is designed to function as a unit upon completion of construction of the project and then, only to support the design loads indicated. The contractor is responsible for means, methods and sequence of construction and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5. No openings, nor any change in size, dimension or location shall be made in any structural element without written approval of the Structural Engineer. 6. Where dimensions or weights of MEP equipment or systems are variable from manufacturer to manufacturer, verify dimensions and weights shown on drawings with selected manufacturer prior to ordering materials. Notify Structural Engineer of discrepancies. 7. Do not place equipment when shipping or operating weight exceeds weight indicated on structural drawings. 8. Openings 1'-4' or less on a side are generally not shown on the structural drawings. Refer to drawings of other consultants for such openings. 9. Openings through floors and/or roofs for passage of utilities are not located nor dimensioned on structural drawings. Contractor shall obtain and coordinate such locations and dimensions with the contractor requiring the opening. 10. Show all openings through structural members on shop drawings and submit for review. Openings not shown on structural drawings are subject to acceptance and shall be specifically indicated for review and acceptance. 11. Verify elevator pit dimensions, locations, loadings, and details with the elevator supplier prior to the fabrication and/or installation of any material. 12. Fireproofing of structural elements is not shown on the structural drawings. Refer to the specifications and architectural documents. 13. Do not scale these drawings, use the dimensions shown. In case of conflict, request clarification from architect and structural engineer. 14. No structural modifications, alterations, or repairs shall be made without prior review by Structural Engineer. Submit details and calculations prepared by a professional engineer registered in state where project is located and employed by contractor. 15. Where supported slabs are to be used for staging or temporary storage area the contractor shall verify that unit loads do not exceed the design loads for the supporting slabs. QUALITY CONTROL 1. The Contractor is responsible for quality control, including workmanship and materials furnished by subcontractors and suppliers. 2. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the work in accordance with the Contract Documents. 3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work which does not conform to the specified requirements. 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. QUALITY ASSURANCE 1. The Owner's Testing Agency shall perform testing and special inspections required by the structural documents, building code and the local authority. The Testing Agency shall comply with ASTM E329 and upon completion of work, the Testing Agency shall furnish a certificate of compliance, signed by the professional engineer overseeing special inspections and testing. The professional engineer must be registered and licensed in the state where the project is located. 2. The Testing Agencies individual overseeing testing and inspection of soils and foundations shall be a professional engineer practicing the discipline of geotechnical engineering referred to as the Geotechnical Engineer in the structural portion of the construction documents . The Geotechnical Engineer is responsible for testing and inspections of soils, earthwork and foundations for conformance to the foundation design and the geotechnical report. See foundation section of the general notes. 3. See special inspections section of the general notes for required testing and inspection. SPECIAL INSPECTION 1. Special inspection and testing shall be performed as required by the local jurisdiction, the building code and the construction documents. See quality assurance section of the general notes. 2. Coordinate and schedule inspection and testing prior to the start of work requiring inspection and testing while providing special inspection reasonable notice. 3. All deficiencies shall be corrected for acceptance by the testing agency. 4. Inspections performed by the local jurisdiction do not replace inspection or testing required by the owners testing agency. 5. Special inspection and testing is required for the items shown in the special inspections and testing table. SPECIFICATIONS 1. General Notes are not a substitute nor a replacement for the project specifications. These notes are intended as a guide to the design and/or construction requirements established for this project. These General Notes shall be used in conjunction with the project specifications. SUBMITTALS 1. See Material sections of these General Notes for required shop drawings. 2. Submit one copy of the required information (Manufacturers Data, Shop Drawings, etc) via electronic media (PDF or similar). 3. Reproducible copies of contract documents shall not be used. 4. Submittals shall be sent directly to the Architect for review and distribution. 5. Submittals shall be reviewed by Contractor and Subcontractor prior to submission. Drawings shall bear Contractor's approval stamp accepting responsibility for coordination of dimensions shown in the contract documents, quantities and coordination with other trades. 6. Allow 14 calendar days in the Structural Engineer's office for review of submittals. 7. Submittals will be returned to the Architect with Structural Engineer's review comments via electronic media. DEFERRED SUBMITTALS 1. Submit shop drawings along with calculations noted to be signed by a registered Wyoming Engineer when required by specification. These deferred submittals (shop drawings) shall first be submitted to the project Architect and/or Engineer of record for review and coordination. Following the completion of the review and coordination by the Architect/Engineer of record; a submittal may then be made by the Contractor to the local Building Department for review and approval, which shall include a letter stating this review and coordination has been performed and completed and plans and calculations for the deferred items are found to be acceptable with regard to geometry, load conditions, etc.) with no exceptions. 2. The list of items for deferred submittals includes the following items: Prefabricated stair units and their connections Pre-manufactured hand/stair railings and their connections Elevator and connections to the structure Structural steel connection calculations and connection detailing Lateral support, anchorage calculations, and structural details for the mechanical units employed for this project Light Pole Bases All others required by the local jurisdiction Wind Loading Basic Wind Speed 115 MPH Exposure Category C GCpi 0.18 Wind Base Shear 60 K Wind Design Pressure Components & Cladding 50sqft East/West 55 K North/South Seismic Loading 1.25 Mapped Spectral Response Acceleration Seismic Importance Factor, Ie 0.282 Ss 0.071 S1 D Site Class Spectral Response Coefficients 0.296 Sds 0.114 Sd1 B Seismic Design Category Ordinary masonry shear walls and concentric braced frames Basic Seismic Force Resisting System 3 Response Modification Factor, R 0.123 Seismic Response Coefficient, Cs Equivalent Lateral Force Method Analysis Procedure Used Seismic Base Shear 232 K East/West 232 K North/South Snow Loading 30 PSF Ground Snow Load, Pg 30 PSF Minimum Flat Roof Snow Load, Pf 1.0 Importance Factor, Is C Terrain Category 1.0 Exposure Factor, Ce 1.0 Thermal Factor, Ct 1.0 Slope Factor, Cs Live Loads and Superimposed Dead Loads Foundations 50 PSF/FT Active Equivalent Fluid Pressure 75 PSF/FT At-Rest Equivalent Fluid Pressure 310 PSF/FT Passive Equivalent Fluid Pressure 0.4 Sliding Friction Coefficient 42 IN Minimum Frost Depth (Notes 2,3) (Notes 4,5,6,8) (Notes 7,8) Local Jurisdiction: The City of Douglas Wyoming Building Code: 2012 International Building Code Geotechnical Engineer Information: Written by: Ben Houser, PE, GIT [PHONE REDACTED] Date of Report: 5/28/2013 S-500 Foundation Schedule Located on: -32 PSF Interior Roof Zone (Zone 1) -43 PSF Roof End Zone (Zone 2) -51 PSF Corner Roof Zone (Zone 3) -30 PSF Interior Wall Zone (Zone 4) -35 PSF Wall End Zone (Zone 5) STRUCTURAL DESIGN CRITERIA Risk Category: III 100sqft -31 PSF -37PSF -37 PSF -29 PSF -32 PSF 15000 PSF Drilled Pier End Bearing 1000 PSF Allowable Skin Friction (Compression) 500 PSF Allowable Skin Friction (Tension) 5 FT Minimum Pier Socket Length NOTES: 100'-0"=first floor elevation Referenced Datum 1. The governing building code defines the applicable edition of referenced codes and standards. Where governing building code does not define referenced codes and standards, the latest edition shall be used. 2. The wind speed stated above is an ultimate load in accordance with the 2012 IBC. The value is derived from the unfactored design wind speed defined by the City of Douglas Wyoming Building Department: V1 = V2*[1/sqrt(0.6)] 3. Ground snow load according to an email message from Scott McBride, Douglas Building Official, on 05/21/2013. 4. Minimum flat roof snow load according to an email message from Scott McBride, Douglas Building Official, on 05/21/2013. 5. All snow loads on the structure for both flat and sloped roofs are calculated in accordance with the 2012 IBC and based on the ground snow load stated above. Roof snow loads consider the following load conditions: partial loading, unbalanced roof snow loads, snow drifting, and sliding snow. 6. Minimum uniform and concentrated live loads as well as partition loads and applicable live load reductions are determined according to Section 1607 of the IBC 7. See Load Keys for numerical definition and area designation of snow, live, and other gravity loads used in design (Note 1) Inberg-Miller Engineers 1120 East C Street, Casper WY 82601 Stamped by: Glen Bobnick, WY PE # 7005 Drilled pier capacities start at 4809 FT USGS: 16 PSF 16 PSF 16 PSF 26 PSF 26 PSF 16 PSF 16 PSF 16 PSF 28 PSF 28 PSF SPECIAL INSPECTIONS AND TESTING Class Category/Material X 5 4 3 2 1 Component/Work Footing Soil Bearing Material Soils and Foundations X Slab-on-Grade Subgrade Material X X X Compaction X X X X X X X Pile, Micro Pile, Screw Pile, or Helical Pier Installation X X X X X X X X X X X X X Drilled Pier Load Testing and/or Sonic Eco Testing Drilled Pier Drilling and Drilled Pier Soil Embed Material Permanent Soil Retention Elements Formwork Installation Reinforcing Placement Steel Embeds Cast Embedded Anchors Concrete Strength, Slump, Temperature, and Air Content Pile, Micro Pile, Screw Pile, or Helical Pier Load Testing X X X Concrete Placement Concrete Curing Floor Flatness Survey X X Welded Reinforcing Cast-in-Place Concrete X X X Fabrication Facility X X Structural Steel Erection X X Connection Erection and Assembly Pretensioned and Slip Critical Bolts/Joints Using Turn- of-Nut without Matchmarking or Calibrated Wrench Methods of Installation X X X Single Pass Fillet Welds 5/16" or Less All Other Welds Including Complete and Partial Penetration Groove Welds X X Shear Stud Placement X X Deck Placement and Attachment Exterior Walls and Connections X X X X X X Structural Steel X Steel Decking Cold-Formed Metal Framing X X NOTES: 1. Special inspection and testing are to conform to chapter 17 of the IBC and the local building department. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 5. Class 3: Continuous inspection and verification of operations and conditions. 6. Class4: Audit and inspection of fabrication facility's quality control program, and collection or facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 7. Class 5: Verification of certifications X X Beam Camber (in-place) X X Connection Erection and Assembly Pretensioned and Slip Critical Bolts/Joints Using Turn- of-Nut without Matchmarking or Calibrated Wrench Methods of Installation X X X Single Pass Fillet Welds 5/16" or Less All Other Welds Including Complete and Partial Penetration Groove Welds X X Shear Stud Placement X X X X X X X Fabrication Erection X Masonry Units, Grout and Mortar Preparation of Mortar and Construction of Mortar Joints X X X X X X X X X X X Reinforcing Placement Mortar Joint Reinforcing and Placement Grout Placement Control and Construction Joints Steel Embeds Cast Embedded Anchors X X X Post-Installed Anchors X Curing Reinforced Masonry (Level B) X X Verification of f'm prior to construction X X Welding Reinforcement X X X X Grout Space X X X Verification of mix design use on site (prior to placement) Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:01 PM S-001 GSS 02/24/2015 H0161 GENERAL NOTES CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NEW SHEET = ñ REVISED DRAWING = ò NO MODIFICATIONS = ó SHEET DELETED = ô SHEET NO. SHEET NAME ISSUE DATE & TITLE CD'S 02/24/2015 S-001 GENERAL NOTES ñ S-002 GENERAL NOTES ñ S-003 GENERAL NOTES & LOAD KEYS ñ S-004 TYPICAL CONCRETE & HELICAL PIER DETAILS ñ S-005 TYPICAL GRADE BEAM DETAILS ñ S-006 TYPICAL STEEL CONNECTIONS ñ S-007 TYPICAL COMPOSITE STEEL DETAILS ñ S-008 TYPICAL STEEL & ROOF DETAILS ñ S-009 TYPICAL MASONRY DETAILS ñ S-010 TYPICAL COLD FORMED DETAILS & SCHEDULES ñ S-200 FOUNDATION LOAD PLAN ñ S-201 FOUNDATION PLAN ñ S-202 UPPER LEVEL FRAMING PLAN ñ S-203 ROOF FRAMING PLAN ñ S-204 STAIR LANDING FRAMING & DETAILS ñ S-301 BRACED FRAME ELEVATIONS ñ S-302 BRACED FRAME ELEVATIONS ñ S-303 BRACED FRAME DETAILS ñ S-310 WALL SECTIONS ñ S-401 FOUNDATION DETAILS ñ S-404 AWNING FRAMING ñ ---PAGE BREAK--- FOUNDATIONS GENERAL: 1. The foundations have been designed based on the design criteria and the Geotechnical Report referenced in the Structural Design Criteria section. Earthwork and foundation soil preparation shall be performed to provide soil properties meeting the design criteria. 2. The Geotechnical Engineer shall inspect and test soils, earthwork and foundations - see special inspection and quality assurance sections of the general notes. Prior to placing foundations and slabs-on-grade, obtain approval from the Geotechnical Engineer indicting earthwork and soil preparation has been performed adequately to conform to the foundation design criteria. 3. Provide 6" void form beaneath all pier caps and grade beams per the Geotechnical Report. 4. Bottom of exterior footings, grade beams, and walls shall bear below final exterior grade for frost protection - see structural design criteria section of the general notes. 5. Foundation walls or grade beams having earth placed on each side shall have both sides filled simultaneously to maintain a common elevation. 6. Brace all foundation walls against movement, which backfill is to be placed until floor slabs at the top and bottom of the wall are in place. Brace foundation walls as necessary to prevent movement and overstress due to equipment loading regardless of sequencing of top and bottom floor slabs. 7. Contractor shall provide continuous site drainage by a mechanical method to control surface and underground water as required to maintain a dry working site. 8. Foundation drainage and waterproofing is not shown or specified within the structural portion of the construction documents. Reference other portions of the construction documents for drainage, waterproofing and items associated with other disciplines. HELICAL SCREW FOUNDATIONS (HSF) (SECTION 024500) GENERAL: 1. Definition: Power installed HSF consists of one or more helix-shaped steel plates welded to a central steel shaft, which can be either solid bar or hollow pipe. The shaft length can be increased by adding one or more steel shaft extensions coupled together to form a continuous shaft. The product is specifically designed as a deep foundation system to support structural loads. The product fabricated from high strength steel to resist axial loads, bending moments and installation torque. Referred hereinafter using abbreviation "HSF". 2. HSF shall be designed, installed and cut off at appropriate elevations by a specialty contractor. Design shall be performed by a Professional Engineer registered in the state where the project is located. Specialty contractor shall have at least 5 years of successful experience in the design & installation of HSF. 3. HSF shall be designed for minimum unfactored design loads noted in table below. 4. Contractor shall perform verification tests prior to installation of production piles, number of tests is noted in table below. Test in accordance with ASTM D1143 for compression and with ASTM D1143 for tension. Submit test results to Structural Engineer for approval. 5. Geotechnical Engineer shall witness the testing and installation of HSF. 6. Submit sealed design calculation and installation procedures to Structural Engineer for approval. 7. Design calculations shall include but not be limited to the following: type of steel for shaft of helix, size of shaft, diameter, well thickness, etc., minimum installation torque, minimum HSF length and/or anticipated bearing strata, recommended corrosion protection, and minimum unfactored design capacity along with a minimum safety factor. 8. Installation procedures shall include but not be limited to the following: narrative of installation procedures including required load tests and appropriate construction details that apply to this project including pile b. head details, shaft couples, etc. 9. Provide final survey indicating actual location of installed HSF units: centerline of HSF units shall not be more than 3 inches from indicated plan locations, top elevation of piles shall be plus 1 inch or minus 2 inches maximum from elevation indicated, and corrective work shall be provided by the contractor at no additional cost for the units whose locations are outside of the acceptable tolerances. HSF LOAD AND TESTING REQUIREMENTS Minimum Compressive Capacity (unfactored): 2x Maximum Compressive Load Minimum Tension Capacity (unfactored): 2 Compressive & 2 Tension of Each Pier Type (Tension Test not required for Pier Types used for Compressive Loads Only) Number of verification tests required: 2x Maximum Tension Load CAST-IN-PLACE CONCRETE (SECTION 033000) GENERAL: 1. All concrete work shall conform to ACI318 and ACI 301 and tolerances shall conform to ACI 117 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Concrete Compressive Strength – See Specified Strength of Concrete table 3. Materials – See Concrete Materials table TESTING: 1. Tests and inspections shall be performed in compliance with ACI 301 and Chapter 17 of the IBC. See Special Inspections. 2. Concrete shall not be placed until reinforcing and embedded items have been inspected by the owner's independent inspection agency and/or the special inspector. SUBMITTALS: 1. Submittals shall conform to ACI 301 . 2. Submittals for all concrete shall include: mix designs, construction joint locations, reinforcing, embedded items, and MEP sleeves and penetrations. 3. Submittals for architecturally exposed concrete shall also include: form facing materials and mock-ups if required by the Architect. 4. Reinforcing shop drawings shall include placement drawings 1/8"=1'-0” minimum scale complete with wall elevations and slab plans. Include special reinforcement required at openings through concrete structure. Include all accessories specified and required to support reinforcement. Detailing of reinforcing shall confirm to ACISP-66. 5. Embed shop drawings shall include placement drawings 1/8”=1’-0” minimum scale locating all embed plates, anchors, and anchor bolts for structural and non-structural components attaching to concrete. Contractor is responsible for coordinating with all trades for determining the need for embeds and locations. Post installed anchors are not allowed unless approved by the structural engineer during the shop submittal process. FORMING: 1. Provide void forms under foundation elements as shown on the drawings. 2. All formwork shall conform to Class B finish in accordance with ACI 117 unless noted otherwise by architectural drawings. Refer to architectural drawings for architectural finish concrete. 3. All construction joints shown on the drawings shall be incorporated into the structure unless elimination is approved by the Structural Engineer. Additional joints required to facilitate construction shall be located at points of minimum shear and shall be detailed on reinforcing shop drawings for review. Locate vertical joints in girders, beams, grade beams, joists, walls and slabs within the middle third between supports designed and detailed with dowels and keys for transfer of design shear, unless noted otherwise. Reinforcing shall pass continuously through construction joints. Where joints are shown as roughened, mechanically roughen surface to 1/4" amplitude clean and free of laitance. 4. Unless otherwise shown in the architectural drawings, provide chamfers at all columns, beams, walls, and slab edges that are exposed to view in the finished structure. 5. Unless otherwise shown in the architectural drawings, provide drip edges at the underside of all exposed slab edges. 6. Locate door openings, window openings, MEP openings, brick ledges, curbs, and ledges per architectural drawings. For openings not dimensioned on structural drawings refer to architectural drawings. CAST-IN-PLACE CONCRETE (SECTION 033000) CONT. REINFORCING AND EMBEDDED ITEMS: 1. Provide standard hooks on bars terminating at a concrete face unless noted such as at edges of openings, slab edges, expansion joints, ends of beams, and ends of walls. 2. Unless noted otherwise, provide #5's at each side of openings. Extend 2'-0" beyond edges of opening. 3. Unless noted, splice continuous top and bottom bars in grade beams and walls as follows: top bars at mid-span, bottom bars over support. 4. Splice bars with class B contact laps per the reinforcing contact lap splice length table, unless noted otherwise. 5. Splice welded wire fabric by lapping one full mesh space plus 6. Unless noted, provide continuous reinforcing around corners and through construction joints, control joints, and joints between all abutting members. Provide epoxy coated reinforcing through construction joints at slabs exposed to de-icers. 7. Masonry Dowels: provide, place, and space to match masonry horizontal and vertical reinforcing. 8. Welding of reinforcing is prohibited, unless noted otherwise and shall conform to ASTM 706. 9. Provide embeds (including anchors) for all supporting structural and non-structural elements including but not limited to hand rails, canopies, window washing davits, miscellaneous steel, bollards, etc. PLACING AND FINISHING: 1. Handling, Placing, Constructing and curing shall conform to ACI 301 including placement of concrete in wet weather, cold weather, and hot weather. 2. For concrete thickness of 2'-6” or greater or when the cement content exceeds 600lb/cyd, conform to Mass Concrete of ACI 301. 3. Contractor shall furnish additional concrete due to wet concrete deflection of composite deck and support system. 4. Curing compounds should not be used on surfaces that are to receive additional concrete, paint, tile, or other material requiring a positive bond unless the contractor has demonstrated that the membrane can be satisfactorily removed before subsequent application is made, or the membrane dissipates or can serve satisfactorily as the base for the later application. 5. Members exposed to de-icers, shall be protected [with]. Element Strength at 28 days, UNO Drilled Piers, Grade beams, Tiebeams 4000 psi NWT Pier Caps 4000 psi NWT Slab-on-Grade (SOG) 4000 psi NWT Foundation Walls & pilasters (Assume class F1) 4500 psi NWT 4000 psi NWT Slabs on metal deck CONCRETE MIX NOTES: 1. Strength (f`c) is the 28 day compressive strength at 28 days unless noted otherwise or compressive strength at the specified age. 2. Concrete is normal weight concrete unless noted otherwise. Normal weight concrete (NWT) shall have a dry density of 145 ± 5 pcf unless noted otherwise. 3. See ACI 301 for slump of concrete before addition of plasticizers or high-range water reducing admixtures. 4. Required minimum average spliUng tensile strength = 6.7*√(f'c) regardless of concrete density. 5. Mix designs shall be in accordance with ACI 301. 6. Air entraining admixture in accordance with ACI 301 for exposure class F1 shall be used in all concrete exposed to occasional moisture and exposed to freezing and thawing during either construction or service conditions including unprotected exterior slabs. 7. Maximum water cement ratio shall not exceed 0.40 per ACI 301 for all unprotected exterior slabs. 8. Exterior paving and site concrete by others. Other 4000 psi NWT SPECIFIED CONCRETE COMPRESSIVE STRENGTH Concrete cast against & permanently exposed to earth Assembly Cover (in) 3 REQUIRED CONCRETE COVER FOR NON-FIRE-RATED ASSEMBLIES Concrete not Exposed to Earth or Weather Walls, slabs #11 and smaller Grade beams #5 and smaller 1 1/2 Concrete Exposed to Earth or Weather 3/4 1 1/2 NOTES: 1. Primary reinforcement, ties, stirrups, and spirals 1 Bar Size CONCRETE REINFORCING TENSION CONTACT SPLICE FOR CONCRETE COMPRESSION STRENGTH 4000 PSI CASE 1 Lap Class Top Bars Other Bars #3 A B 19" 24" 14" 19" A B A B A B A B A B A B A B #4 #5 #6 #7 #8 #9 #10 A B #11 25" 32" 19" 25" 24" 31" 29" 37" 42" 54" 48" 62" 54" 70" 60" 79" 67" 87" 31" 40" 37" 48" 54" 70" 62" 80" 70" 90" 78" 102" 87" 113" NOTES: 1. The table above is for concrete compression strength of 4000psi and Case#1 reinforcement. 2. The table above is for Case #1 reinforcement with clear spacing greater than 2*db AND cover greater than or equal to db. 3. Top bars are horizontal reinforcement placed such that more than 12 inches of fresh concrete is cast below the development length or splice. All tension splices shall be class B splices unless noted otherwise. 4. Other bars are reinforcement other than Top bars. Specified Yield Strength (fy) 60ksi CONCRETE REINFORCING COMPRESSION CONTACT SPLICE Specified Yield Strength (fy) 60ksi Q > 30db (0.9fy - 24)db CONCRETE REINFORCING COMPRESSION CONTACT SPLICE NOTES: 1. Splice length shall not be less than 12 inches. 2. db is bar diameter 3. Compression splices permitted only when lap splice is noted in drawings as compression, otherwise see tension splice table. CONCRETE REINFORCING DOWEL EMBEDMENT Tension Dowels Standard Hook CONCRETE REINFORCING DOWEL EMBEDMENT NOTES: 1. Refer to " Concrete Reinforcing Tension contact Lap Splice table for tension dowels without standard hooks. Values for Class A tension splices are permitted to be used. 2. Embedment length shall not be less than 12 inches. 3. db is bar diameter 4. Compression dowel embedment are permitted only when dowel is noted in drawings as compression, otherwise use tension embedment length. 5. Extend dowels to far edge of member UNO. Concrete Compression Strength Other 3000psi Note 1 22db 4000psi 19db 5000psi 17db Compression Dowels 22db 19db 18db Note 1 Note 1 REINFORCED MASONRY (SECTION 042731) GENERAL: 1. All masonry work shall conform to ACI 530.1/ASCE 6/ TMS 602 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Masonry Strength – See Masonry Strength Table 3. Materials – See Masonry Materials Table TESTING: 1. Owner will engage a qualified Testing Agency, approved by the Architect and Engineer to perform tests and Special Inspections. Upon completion of work, Testing Agency shall furnish a certificate of compliance, signed by the Professional Engineer responsible for management of the Agency. The Professional Engineer must be registered in the state where the project is located. Tests and inspections shall be performed in compliance with ACI 530.1/ASCE 6/ TMS 602 and Chapter 17 of the IBC. Inspections include: proportions of site-prepared mortar, construction of mortar joints, location of reinforcement and connectors, grout space, grade and size of reinforcement, proportions of site-prepared grout, grout placement and curing. Testing includes: Grout strength, mortar strength, and prisms. 2. Masonry grout shall not be placed until reinforcing and connectors been inspected by the owner's independent inspection agency and/or the special inspector. SUBMITTALS: 1. Submittals shall conform to ACI 530.1/ASCE 6/ TMS 602. All submittals shall be reviewed by the Contractor prior to Engineers/Architects review and shall bear Contractors review stamp. Contractor is responsible for reviewing submittals for conformance with all contract documents and coordination with all trades. 2. Submittals for all masonry shall include: Mix designs for grout and mortar, material certificates for: reinforcing, anchors, ties, and metal accessories, masonry units, mortar materials, and grout materials. 3. Reinforcing shop drawings shall include placement drawings 1/8"=1'-0” minimum scale complete with wall elevations. Include special reinforcement required at openings through masonry structure. Include all accessories specified and required to support reinforcement. 4. Embed shop drawings shall include placement drawings 1/8”=1’-0” minimum scale locating all embed plates, anchors, and anchor bolts for structural and non-structural components attaching to masonry. Contractor is responsible for coordinating with all trades for determining the need for embeds and locations. Post installed anchors are not allowed unless approved by the structural engineer during the shop submittal process. REINFORCING AND EMBEDDED ITEMS: 1. Vertical reinforcement shall extend the full height of the wall unless noted otherwise. Provide vertical reinforcement at all wall corners; end of walls; each side of openings and at each side of control and expansion joints. 2. Provide bond beams at sill lines, top and bottom edge of openings, top of walls, floor lines, and roof lines. Bond beams shall be continuous unless noted otherwise. See typical bond beam detail. 3. Continue reinforcing through construction joints and around corners unless noted otherwise. Terminate horizontal reinforcement at control joints except keep bars continuous at floor lines, roof lines, lintels, and top and bottom of typical openings. 4. Provide standard hooks on bars terminating at a masonry face unless noted. i.e.: edges of openings, ends of walls, heads, jambs, control joints, etc. 5. Splice bars with contact laps per the reinforcing splice and development length table, unless noted otherwise. 6. Vertical reinforcement shall have a minimum clearance of 3/4" from masonry and shall be supported and fastened together to prevent displacement. 7. Horizontal joint reinforcing shall be lapped no less than 6" at all splices including corners and tees where no control joint is used. 8. Dowels from concrete shall be furnished and placed by the concrete contractor. 9. Welding of reinforcing is prohibited, unless noted otherwise and shall conform to ASTM 706. 10. Provide embeds (including anchors) for supporting structural and non-structural elements including but not limited to: hand rails, canopies, miscellaneous steel, etc. MASONRY ERECTION: 1. Unless otherwise noted, lay masonry in running bond. 2. Unless noted provide control joints at 30 feet on center. 3. Coordinate blockouts, reveals, holes, openings, and built in items with all contract documents and trades. 4. Grouting may be low lift or high lift. 5. Lifts for low lift grouting shall not exceed 6. Lifts for high lift grouting shall not exceed one story in height. Clean outs shall be provided at the base of each grouted cell. 7. Grout cells solid at: reinforcing, bond beams, inserts, anchors, elevator guide rails, and 24" below and 12" to each side of steel beam bearing points. 8. Consolidate grout pours 12" or less in height by mechanical vibration or puddling not more than five minutes after grouting. 9. Consolidate grout pours exceeding 12" in height by mechanical vibration not more than five minutes after grouting, and reconsolidate after initial water loss and settlement has occurred. 10. Grout in masonry beams shall be vibrated as it is placed. Where full depth grouting is required, the grouting shall extend to the end of the horizontal reinforcement. 11. Hot weather construction refer to ACI 530.1 section 1.8D. 12. Cold weather construction refer to ACI 530.1 section 1.8C. Hollow Concrete Masonry Units Material Standard ASTM C 90 MASONRY MATERIALS TABLE ASTM C 145 ASTM C 476 Grout ASTM C 270 Mortar ASTM A615-grade 60 Reinforcing ASTM 706-grade 60 Reinforcing Welded ASTM A951 Wire Reinforcing Solid Concrete Masonry Units Solid Clay Masonry Units ASTM C 62 Hollow Clay Masonry Units ASTM C 652 NOTES: 1. Provide lightweight hollow concrete masonry units for general use. Provide normal weight or solid units where indicated. 2. Mortar for clay masonry shall be type S. 3. Mortar for concrete masonry shall be type S at exterior walls and type N at interior walls. 4. Hydrated lime required in all mortar. 5. Wire joint reinforcing shall be ladder type. Element Proportions Fine Grout Coarse Grout Mortar Type S Exterior Walls Mortar Type N Interior Walls Part Portland cement with (1/4) to not more that (1/2) part hydrated lime and a damp aggregate ratio of not less than (2 1/4) and not more than times the sum of the separate cementitious material volumes. Part Portland cement with (1/2) to not more that (1 1/4) part hydrated lime, and a damp aggregate ratio of not less than (2 1/4) and not more than times the sum of the separate cementitious material volumes. Part Portland cement with not more that (1/10) part hydrated lime, and (2 1/4) to parts sand. Part Portland cement with not more that (1/10) part hydrated lime, and (2 1/4) to parts sand, and to parts gravel. GROUT AND MORTAR PROPORTIONING TABLE NOTES: 1. Grout shall contain a minimum of sacks of cement per cubic yard. 2. Add sufficient water to grout to provide proper consistency without segregation. MASONRY STRENGTH TABLE Clay Masonry Grout for Clay Masonry f'm = 2500 psi f'g > f'm (2000 psi minimum) Concrete Masonry f'm = 1500 psi Grout for Concrete Masonry f'g = 1.25f'm (2000 psi minimum) Element Specified Compressive Strength 10", and 12" Nominal Wall Thickness Vertical Reinforcement MINIMUM REINFORCING FOR CONCRETE MASONRY WALLS IN SEISMIC DESIGN CATEGORIES A, B, OR C #4 @ 10'-0" CENTERED 9GA EF @ 16" Horizontal Ladder Joint Reinforcement Wire #4 @ 10'-0" Horizontal Bond Beam Reinforcement #3 Bar Size Splice Length (in.) MASONRY REINFORCING SPLICE 16 #4 26 #5 40 #6 72 #7 101 #8 152 Values above are applicable for f'mS1500 and reinforcement clear cover S 2" STRUCTURAL STEEL (SECTION 051200) GENERAL: 1. All structural steel work shall conform to AISC 360 and tolerances shall conform to AISC 303 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Materials – See Steel Materials Table 3. Qualifications - Fabricator and Erector shall be experienced in fabrication and erection of projects of similar size and complexity. TESTING: 1. Tests and inspections shall be performed in compliance with AISC 360 and Chapter 17 of the IBC. Inspections include: Welding, high strength bolting, anchor rod placement, proper use of joint details, fabricated steel, and erected steel frame. Testing includes: UT of full penetration welds, bolt tensioning procedures, shear stud bend tests. SUBMITTALS: 1. Submittals shall conform to AISC 360. 2. Submittals for structural steel shall include erection drawings, shop drawings, and mill test reports. 3. Erection drawings shall include plan drawings at 1/8"=1'-0” minimum scale complete with sections, elevations, and details as required to properly erect the structural steel frame. 4. Shop drawings shall include piece drawings which indicate cuts, connections, camber, holes, welds and dimensions as required for fabrication of the members. Part drawings are not required to be submitted unless specifically requested. CONNECTIONS: 1. Engineer of Record (EOR) has designed all connections. If a connection design is inadvertently omitted from contract documents the contractor shall request specific connection design from the EOR. 2. Connection Design Forces: Unfactored ASD values 3. Simple Beam Connections: Select connections with capacities equal to or greater than beam reactions shown on the drawings. Single sided connections shall be detailed to use the maximum number of bolt rows that can fit into the supported beam web. Double sided connections shall be detailed such that the angle or bent plate length is at least 60% of the supported beam dimension. STRUCTURAL STEEL (SECTION 051200) Cont. BOLTS: 1. Where indicated on the drawings as slip critical and where oversized or long-slotted holes are utilized in shear bolted joints shall be slip critical. Faying surfaces shall be prepared to meet the requirements of a Class A surface, and bolts shall be installed to the fully tensioned condition. 2. Where bolts are subject to non-static loading, are utilized to interconnect parts of a built up compression member, or all Group B fasteners loaded in tension shall be installed to the fully tensioned condition. 3. Bolts not subject to the requirements for slip critical connections and not required to be fully tensioned may be installed to the snug-tight condition. 4. A307 bolts may be used only where indicated. WELDS: 1. Fillet Welds: Size as indicated, but not less than AISC minimum size. 2. Groove Welds: Full penetration unless noted otherwise. 3. Welds are continuous unless noted otherwise. ACCESSORIES: 1. Headed Stud Anchors: Shop weld except where applied through metal deck or where shop installation would result in a tripping hazard. SHOP CLEANING AND PAINTING: 1. Uncoated Steel: All steel not specifically indicated as painted, steel to receive spray-on- fireproofing or to be galvanized, and faying surfaces of slip critical connections shall be uncoated. Prepare surface per SSPC-SP1. 2. Primed Steel: Steel indicated to painted, with no specific paint requirements stated, shall have the surface prepared per SSPC-SP2 minimum and receive one coat of fabricator's standard rust-inhibitive primer paint applied to a minimum dry-film thickness of 1 mil. 3. Galvanized Steel: Steel indicated to be galvanized shall be cleaned, prepared, and galvanized in accordance with ASTM A123. Repair minor defects, damaged areas, and welded joints in accordance with ASTM A780. 4. Other specified coatings: Where indicated on the drawings, provide specified coating system as indicated. Clean and prepare steel as required by the specification or coating manufacture. ERECTION: 1. No final bolting or welding shall be performed until as much of the structure which will be stiffened thereby has been properly aligned. 2. Field correction of fabrication or other errors will be permitted only when approved by the EOR. Finish gas-cut sections in accordance with AWS D1.1. W and WT Sections Material Standard ASTM A992 (50 ksi) or ASTM A572 Gr. 50 (50 ksi) STEEL MATERIALS DESIGNATION ASTM A36 (36ksi) C and L Sections ASTM A500 Gr. B (46 ksi) Rectangular HSS Plates, Bars, and threaded rod - typical - when noted as 50ksi ASTM F1554 Gr. 36 (36 ksi), unless noted otherwise Anchor Bolts ASTM A325 or ASTM F1852 ASTM A490 or ASTM F2280 ASTM A307 Gr. A Bolts - typical (Group A) - where noted as Group B - where indicated as A307 ASTM A653, Heavy Hex Nuts ASTM A36 (36ksi) ASTM A572 Gr. 50 (50ksi) ASTM F436, except plate washers to be ASTM A36 Washers ASTM F959 Direct-Tension-Indicator Washers ASTM A108 Headed Stud Anchors E70, 70ksi Weld Electrodes STEEL DECKING (Composite = SECTION 053113, Roof = SECTION 050523) GENERAL: 1. Composite steel floor deck shall conform to SDI-C1.0. 2. Steel roof deck shall conform to SDI-RD1.0. 3. Qualifications - Deck Manufacture shall be a member of the Steel Deck Institute. TESTING: 1. Tests and inspections shall be performed in compliance with AISC 360 and Chapter 17 of the IBC. Inspections include: Welding, proper use of joint details. SUBMITTALS: 1. Submittals for steel deck shall include deck placement drawings. 2. Deck placement drawings shall include plan drawings at 1/8"=1'-0” minimum scale complete with details as required to properly erect the steel deck. DECK MATERIALS: 1. Steel for Deck: minimum yield strength of 33ksi. 2. Provide all required accessories including cell closures, pour stops, ridge, and valley plates. DECK ATTACHMENTS: 1. Weld Electrodes: E60, 60ksi unless noted otherwise. Low hydrogen electrodes not required. 2. Self-drilling self-tapping screws (Tek screws): size as indicated, zinc plated per ASTM F1941, minimum zinc thickness = 5 microns. 3. Low-velocity fasteners (shot pins): 0.145" (minimum) diameter hardened pins. 4. For composite decks, headed stud anchors may replace welds for deck attachment. 5. See plan notes and typical details for required deck attachment type and pattern. COMPOSITE STEEL FLOOR DECK: 1. Minimum deck thickness = 20 ga. 2. Headed Stud Anchors: Provide 3/4" diameter by length indicated on plans. Weld through deck using automated welding equipment. Space studs at 12" maximum. For beams with a web thickness of less than 0.3", studs shall be centered over the beam web. 3. Cantilever Beams: Place number of studs indicated on plan on backspan of beam only. On cantilever section, place additional studs at 12" spacing. 4. Formed Openings Through Deck: See typical details for requirements at deck openings. Deck to remain in place until opening is required. Trade requiring opening is responsible for cutting opening. 5. See architectural drawings for fire rating requirements. Provide deck stamped with appropriate UL label when required. STEEL ROOF DECK: 1. Do not suspend point loads in excess of 20 lbs from deck. Provide sub-framing as required for heavier point loads. 2. Formed Openings Through Deck: See typical details for requirements at deck openings. Deck to remain in place until opening is required. Trade requiring opening is responsible for cutting opening. 3. See architectural drawings for fire rating requirements. Provide deck stamped with appropriate UL label when required. Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:02 PM S-002 GSS 02/24/2015 H0161 GENERAL NOTES CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING ---PAGE BREAK--- LOAD AREA PATTERN SELF WEIGHT (psf) LIVE LOAD REDUCTION DESCRIPTION OF LOAD NOTES SUPERIMPOSED LOADS DEAD LOAD (psf) LIVE LOAD (psf) SNOW LOAD (psf) PARAPET DRIFT LOAD 14 6 20 30 NO DRIFTING SNOW LOAD DIAGRAM NOTES: 1. DRIFTING SNOW LOADS ARE DEFINED BY DIAGRAM TO THE RIGHT, OR MORE CONSERVATIVELY BY A UNIFORM LOAD OF Pu=Pf + 2/3*(Pd). 2. ROOF LIVE AND SNOW LOADS DO NOT ACT CONCURRENTLY. 3. STAIRS TO BE DESIGNED BY STAIR MANUFACTURER. SELF WEIGHT AND SUPERIMPOSED DEAD LOADS TO BE DETERMINED BY STAIR MANUFACTURER. Pf Pd Ld Pd=24psf, Pf=30psf, Ld=5'-4" LOAD KEY LEGEND 6 5 4 3 2 1 7 14 6 20 30 NO STACK AREA LOAD 16 74 150 - NO DOUBLE STACK BOOK RACKS HEIGHT <90" W/ SHELF DEPTH <12" & ISLE BETWEEN STACK ROWS >36", 9 PSF ACCESS FLOOR & 8 PSF CONC OVER-RUN RTU DRIFT LOAD Pd=31psf, Pf=30psf, Ld=7'-0" 14 6 20 30 NO ROOF LOAD TYPICAL ROOF 16 74 60 - YES READING ROOM LOAD 9 PSF ACCESS FLOOR & 8 PSF CONC OVER-RUN 8 - STORAGE LOAD 74 125 NO NO ACCESS FLOOR & 8 PSF CONC OVER-RUN 100 - NO STAIR/DECK LOAD 15 - ARCHIVING STORAGE NO NO ACCESS FLOOR & 8 PSF CONC OVER-RUN, LIVE LOAD FOR AISLE WEIGHT, RE:PLAN FOR RAIL LOADS FOR STORAGE SYSTEM NO ACCESS FLOOR & 8 PSF CONC OVER-RUN 7 74 16 74 7 B C.5 D E F G 8 7 6 5 4 A C 3 2 1 7 4 4 8 7 1 1 6 RE:PLAN FOR FOLDING PANEL PARTITION UNIFORM & STACK LOCDING RE:PLAN FOR FOLDING PANEL PARTITION UNIFORM & STACK LOCDING 4 7 7 5 4 1 B C.5 D E F G 8 7 6 5 4 A C 3 2 1 TYP 5'-4" TYP 5'-4" TYP 5'-4" 1 1 1 2 2 2 2 INDICATES MECHANICAL EQUIPMENT, RE: PLAN FOR MAX OPERATING WEIGHT, TYP 3 3 1 7'-0" 7'-0" 7'-0" 7'-0" COLD FORMED METAL FRAMING (SECTION 054000) GENERAL: 1. All members shall be designed in accordance with the American Iron and Steel Institute (AISI) "Specification for the Design of Cold-Formed Steel Structural Members". All framing members shall be formed from galvanized steel, G60, corresponding to the requirements of ASTM A446 with the following minimum yield 12, 14, and 16 gauge joists and studs: Grade D, Fy = 50ksi minimum; 18 gage and lighter: Grade A, Fy = 33ksi minimum. 2. All members shown are standard designations of Steel Stud Manufacturers Association (SSMA). Design of members indicated on structural drawings is based upon minimum member properties published by SSMA. 3. Design: See Specifications. 4. Detailing: See Specifications. 5. Manufacturer: Member of the Steel Stud Manufacturers Association (SSMA) with minimum 5 years of experience in similar work. See specifications for additional requirements. 6. Minimum requirements for shop drawings: 6.1. Shop drawings shall include a scale layout of each plan area of the building and scale elevations of all walls showing panel layouts and locations, member sizes, spacing, member locations, and connections. Layouts shall be drawn to a minimum scale of 1/8" = 1'-0" unless the information presented requires a larger scale. 6.2. Layouts shall indicate framing locations and size of block outs for mechanical, plumbing and electrical work: panelization joints etc. and shall indicate joist and truss hangers, web stiffeners, blocking and bracing or other reinforcing required in accordance with typical details and manufacturers published standards and details. 6.3. Shop drawings shall be reviewed by the Contractor prior to submission. Drawings shall bear the Contractor's approval stamp accepting responsibility for dimensions, quantities, and coordination with the other trades. 7. All framing components shall be cut squarely for attachment to perpendicular members or as required for an angular fit tight against abutting members. 8. Axially loaded studs shall be installed in a manner which will assure that their ends are positioned tight against the inside of runner webs prior to fastening. Provide weak-axis horizontal bracing at 48 inches maximum vertical spacing, both stud flanges. 9. Roof rafters/joists shall have solid blocking, a cut-to-length CS type closure or joist section, placed between outer joists, over all interior supports, adjacent to openings and at 8'-0" maximum spacing. Between solid blocking, provide strap bracing of 1 1/2"x20 gauge straps. Joist bridging shall be provided at mid-span or, for spans exceeding 15'- at 8'-0" maximum spacing. 10. Where studs frame to structural floor or roof members subject to deflection from occupant live loading, either a deep leg double track or a clip assembly shall be provided at the top runner to accommodate vertical structural movement. Failure to provide top connections capable of accommodating movement could result in crushing and buckling of the stud members and damage to architectural components or finishes. 11. Fastening of components shall be with self drilling screws or welding. Screws shall be of sufficient size to insure the strength of the connection. All welds of galvanized steel shall be touched up with a zinc rich paint. All welds of carbon sheet steel shall be touched up with paint. Wire tying of components will not be allowed. 12. Joist bridging shall be provided where indicated on the drawings or where indicated by manufacturers published standards and/or details. 13. End blocking shall be provided where joist ends are not otherwise restrained from rotation. 14. Additional joists shall be provided under parallel partitions when the partition length equals or exceeds one half the joist span. Also provide additional joists around all floor and roof openings which interrupts one or more spanning members. 15. Cutting of steel framing members may be done with a saw or cutting shears. Torch cutting of load bearing members is not permitted. 16. Complete, uniform, and level bearing support shall be provided for the bottom runner. At splices, where support is not common to both runners, either butt weld runners or use a stud section inserted in the runner as a splicing member attached per manufacturer's recommendations. Runner intersections shall butt evenly. 17. Studs shall be plumbed, aligned, and securely attached to both top and bottom runners. Splices in studs ARE NOT PERMITTED. Temporary bracing, where required, shall be provided until erection is completed. 18. Where manufacturer's recommendations for erection, attachment, assembly, bracing, alignment, or other installation or assembly requirements are more stringent than indicated in these drawings or the Project Specifications, the manufacturer's recommendations shall apply. 25 Gage Minimum Design Thickness EQUIVALENT THICKNESS FOR VARIOUS SHEET METAL GAUGES 0.0188" 22 0.0283" 20 0.0346" 18 0.0451" 16 0.0566" 14 0.0713" 18 mils 27 mils 33 mils 43 mils 54 mils 68 mils 12 0.1017" 97 mils Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:03 PM S-003 GSS 02/24/2015 H0161 GENERAL NOTES & LOAD KEYS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/16" = 1'-0" 1 UPPER LEVEL LOAD KEY 1/16" = 1'-0" 2 ROOF FRAMING PLAN ---PAGE BREAK--- PROVIDE ACCESSORIES TO SUPPORT REINFORCEMENT. REINF CHAIRED AT MID-HEIGHT. VAPOR BARRIER/INSULATION, RE: NOTE COMPACTED BASE, RE: NOTE SUBGRADE, RE: NOTE UNO ON PLANS REINF. SOG Q 6x6-W1.4xW1.4 SOG Q 6x6-W2.1xW2.1 RE: PLAN T/SOG NOTE: 1. RE: ARCH FOR VAPOR BARRIER AND INSULATION REQUIREMENTS. UNO RE: ARCH, PROVIDE VAPOR BARRIER BELOW SLABS WITH FLOOR FINISHES SUSCEPTIBLE TO MOISTURE. 2. SOG SHALL BEAR ON SUITABLE SUBGRADE MATERIAL AS SPECIFIED RE: THE GEOTECHNICAL ENGINEER & GEOTECHNICAL REPORT. 3. UNO, PROVIDE MINIMUM 6" FREE DRAINAGE COMPACTED BASE TYPICAL UNLESS SPECIFIED OTHERWISE BY GEOTECHNICAL ENGINEER & GEOTECHNICAL REPORT. SAWCUT OR TOOLED CONTROL JOINT, CAULK RE: ARCH NOTE: SAWCUT CONTROL JOINT WITHIN 8 (MAX) HOURS OF PLACEMENT OR USE TOOLED JOINT DURING FINISHING (CONTRACTOR'S OPTION) TYPICAL SOG CONTROL JOINT METAL FORMED JOINT #3x3'-0"@18"OC THRU JOINT NOTE: STOP REINF AT EACH SIDE OF CONSTRUCTION JOINT TYPICAL SOG CONSTRUCTION JOINT 1" MIN 1" 2" PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY UNO MAXIMUM SPACING. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY UNO MAXIMUM SPACING. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. T/SOG T/SOG THICKENED SLAB STAIRS AND CONNECTIONS TO STRUCTURE BY STAIR SUPPLIER PLAN STAIR STRINGER RE: ARCH DWGS #5 CONT 1 1 SECTION CENTER 1'-4" 1'-0" 8" MIN T/SOG . BOND BREAK MATERIAL AROUND BLOCK OUT CONST OR CONTROL JOINTS, RE: SOG JOINTING CAST AFTER COL & ADJACENT SLABS ARE IN PLACE TOP OF CONC FTG/PIER ETC MIN 6" BLOCK OUT, FILL W/CONC AFTER COL PLACEMENT T/SOG 18x18x18" SUMP #5 EA WAY, VERIFY SIZE REQUIREMENTS WITH ELEVATOR MANUF RE: PLAN DEPTH MATCH SLAB . 1½" CLEAR NOTES: 1. ALL OPENINGS & PENETRATIONS LARGER THAN 8" SHALL BE TRIMMED AS SHOWN 2. REINFORCEMENT IS IN ADDITION TO REBAR SHOWN ON PLANS #4 x 4'-0" AT MID-DEPTH, TYP 36" TYP FOR OPENING > 24" TYP FOR OPENING LESS THAN OR EQUAL TO 2'-6" MIN 36" TYP TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. RE: ARCH DRAWINGS FOR TREAD, RISER & TOE GEOMETRY #4@12" EA WAY #4 NOSING BAR #5 BOT 8" MIN FROST DEPTH MIN AT EXT 1' - 6" MIN AT INT 6" T/SOG T/SOG #4 CONTINUOUS SOG REINF STEP = 8" OR LESS #5 CONT T&B #4@16" 1'-6" 1'-6" OPTIONAL CONST JOINT #4@12" HORIZ WHEN STEP EXCEEDS 18" STEP = 8" TO 24" MAX MIN 8" STEP RE: PLAN 2" CLEAR 2 1/256" CLEAR T/SOG T/SOG . STEP RE: PLAN T/SOG T/SOG DESIGNER CLR AS REQ'D BY PIER HELICAL PIER LEAD SECTION W/ BEARING PLATES SINGLE OR MULTI HELIX, NUMBER & DIAMETER OF HELIX PLATE(S) VARY DEPENDING ON PIER LOAD AND SOIL CONDITIONS HELICAL SCREW PILE (AKA HELICAL PIER), INSTALL TO ASSURE THE CAPACITY OF THE PIER EXCEEDS THE DESIGN LOADS INDICATED ON PLAN NEW CONSTRUCTIN BRACKET/STEEL PLATE W/ STEEL BOX FASTENED TO SHAFT, SIZED BY PIER DESIGNER CONCRETE GRADE BEAM, PILASTER, OR PIER CAP Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:04 PM S-004 GSS 02/24/2015 H0161 TYPICAL CONCRETE & HELICAL PIER DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 TYPICAL SLAB-ON-GRADE NTS 2 TYPICAL SLAB-ON-GRADE JOINTING NTS 3 TYPICAL THICKENED SLAB-ON-GRADE AT STAIR NTS 4 TYPICAL SLAB-ON-GRADE BLOCKOUT AT STEEL COLUMNS 3/4" = 1'-0" 5 ELEVATOR SUMP PIT DETAIL 1 : 1 6 TYP TRIM BARS FOR SOG OPENINGS NTS 7 TYPICAL SLAB-ON-GRADE STAIR NTS 8 TYPICAL SLAB-ON-GRADE STEPS 3/4" = 1'-0" 9 TYPICAL HELICAL PIER DETAIL ---PAGE BREAK--- RE: GRADE BEAM SCHEDULE FOR REINF, TYP 12 1 1 2 RE: GRADE BEAM SCHEDULE FOR SPLICING CONDITIONS. FOR SPECIAL SPLICING REQUIREMENTS USE CLASS B LAP UNO, TYP RE: GRADE BEAM SCHEDULE FOR REINF, TYP #6 LAP BAR FOR EACH MAIN BAR 2 1 9" 9" RE: SCHEDULE FOR SIZE & TYPE OF STIRRUPS IN THIS REGION STEPS LESS THAN 8 INCHES STEPS GREATER THAN 8 INCHES 8" OR LESS D/2 STRAIGHT BAR D 1:12 TRANSITION D STEP > 8" CLASS B LAP 6" D GREATER OF 2D OR 2x STEP HEIGHT CLASS B LAP SPLICE BAR D STIRRUPS @3"OC 4 1/2 " 4 1/2 " ELEVATION - PENETRATION THROUGH MIDDLE THIRD OF GRADE BEAM 1" FOAM #4@12"OC ABOVE AND BELOW SLEEVE NOTE 1 LIMITATIONS: 1. MAXIMUM PIPE SIZE = 12" FOR LARGER PIPES RE: ARCHITECT/ENGINEER FOR SPECIFIC DETAILS D/4 D/2 D/4 D 18" MIN S/2 S T/WALL RIGHT ANGLE CORNERS OBTUSE ANGLE CORNERS INTERSECTIONS STANDARD HOOK CLASS B TYP SCALE 8" TYP CLASS B TYP CLASS B TYP END OF WALL CLASS B TYP STANDARD 180 DEG HOOK NOTE: 1. DOWELS AND CORNER BARS MATCH HORIZONTAL REINF EXCEPT USE #5 DOWELS & CORNER BARS FOR HORIZONTAL BARS #6 AND LARGER. STANDARD HOOK RIGHT ANGLE CORNERS OBTUSE ANGLE CORNERS STANDARD HOOK INTERSECTIONS RE: PLAN CLASS B TYP CLASS B TYP 1'-0" TYP CLASS B SPLICE CLASS B TYP END OF WALL BAR CLASS B SPLICE NOTE: 1. DOWELS AND CORNER BARS MATCH HORIZONTAL REINF EXCEPT USE #5 DOWELS & CORNER BARS FOR HORIZONTAL BARS #6 AND LARGER. FIRST POUR WALL REINF NOTE: 1. LOCATION OF CONSTRUCTION JOINTS IN WALLS: SUPPORTED ON CONTINUOUS FOOTINGS AT CONTRACTOR OPTION. 2. LOCATE CONST JOINTS IN WALLS ACTING AS GRADE BEAMS AT POINT OF MINIMUM SHEAR, GENERALLY AT MIDDLE THIRD OF SPANS. 3. FOR SINGLE MESH WALLS, CENTER REINFORCEMENT IN WALLS. T ALL REINF CONT B LAP SPLICE OR . TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. STD 90Z HOOKS L1 (C-C SPACING) STIRRUP SPACING PER DETAILS STIRRUP SPACING PER DETAILS TOP REINF PER DETAILS. HOOK AT BEAM ENDS. LAP AT GRADE BEAM MID-SPAN STIRRUPS PER DETAILS BOTTOM REINF PER DETAILS. HOOK AT BEAM ENDS. LAP OVER PIER TYPICAL GRADE BEAM SECTION #4 @12" O.C. EA FACE #4@12" O.C., SIDE BARS EA FACE START STIRRUPS @ 6" FROM [ OF PIER HELICAL PIER, TYP #4@12" O.C. SIDE BARS EA FACE CONT. TOP BARS, SPLICE ONLY AT MID-SPAN BETWEEN PIERS 6" INTERIOR SPAN EXTERIOR SPAN TYPICAL GRADE BEAM REINFORCING LAYOUT ADDITION TOP BARS AS REQ'D, RE: GRADE BEAM SCHED STIRRUPS, TYP 2" CLR TO LAP 50% "ld" . SCHEDULE NOTES: 1. REINFORCING INDICATED BY DASHED LINES IS BILLED WITH ADJACENT SPAN. 2. & DENOTES TYPE OF TENSION LAP SPLICE, SEE GENERAL NOTES. 3. CONTINUOUS TOP BARS ARE NOT SHOWN IN THE REINFORCING LAYOUT SHOWN ABOVE, BUT MAY BE USED AS REQUIRED. UNLESS NOTED OTHERWISE, SUCH BARS TERMINATE AT LOCATIONS IDENTICAL TO THOSE SHOWN FOR TOP BARS OVER SUPPORT. 4. BARS ARE POSITIONED IN ONE LAYER UNLESS NOTED OTHERWISE. [ [ . . . . L (C-C SPACING) GREATER 0.35L OR 0.35L1 GREATER 0.35L OR 0.35L1 6" 6" CONT. BOTTOM BARS, SPLICE ONLY AT [ PIERS 6" VOID FORM 2" CLR TOP REINF - SEE SCHEDULE. HOOK AT BEAM ENDS. LAP AT GRADE BEAM MID-SPAN STIRRUPS, RE: DETAILS BOTTOM REINF PER DETAILS. HOOK AT BEAM ENDS. LAP OVER PIER TYPICAL GRADE BEAM SECTION W/ BRICK LEDGE #4 @12" O.C. EA FACE STIRRUPS, TYP 2" CLR TO 6" VOID FORM 2" CLR 2" CLR TYP 2" CLR 2" CLR MAX 1" CLR MIN 2" CLR MAX 1" CLR MIN ADD TOP BAR AT LEDGE ELEVATION ON INSIDE FACE LAP "Ld" EQUAL EQUAL Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:05 PM S-005 GSS 02/24/2015 H0161 TYPICAL GRADE BEAM DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 TYPICAL DETAILS FOR STEPS IN GRADE BEAMS NTS 5 TYPICAL CONCRETE GRADE BEAM PENETRATION NTS 2 TYPICAL GRADE BEAM CORNER REINFORCING - SINGLE MAT REINFORCING NTS 3 TYPICAL GRADE BEAM CORNER REINFORCEMENT - DOUBLE MAT REINFORCING 3/4" = 1'-0" 4 TYPICAL WALL CONST. JOINT 3/4" = 1'-0" 6 GRADE BEAM REINFORCEMENT ---PAGE BREAK--- TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. GA=2 3/4" MAX GA=3 3/8" MAX ROWS SUPPORTED MEMBER SUPPORTING MEMBER STAGGER ANGLE WHERE tw OF SUPPORTING MEMBER < 3/8" MAX COPE DEPTH (in) MAX COPE LENGTH (in) CAPACITY (GA=2 3/4" MAX) SINGLE COPE DOUBLE COPE CAPACITY (GA=3 3/8" MAX) SINGLE COPE DOUBLE COPE CAPACITY (GA=2 3/4" MAX) SINGLE COPE DOUBLE COPE CAPACITY (GA=3 3/8" MAX) SINGLE COPE DOUBLE COPE CAPACITY (GA=2 3/4" MAX*) SINGLE COPE DOUBLE COPE CAPACITY (GA=3 3/8" MAX) SINGLE COPE DOUBLE COPE 1 1.5 4 10 7 (10) 9 14 (15) 7 (11) 13 (14) 9 (10) 7 (10) CONNECTION TO SUPPORTED MEMBER: WELDED CONNECTION TO SUPPORTING MEMBER: BOLTED CONNECTION TO SUPPORTED MEMBER: BOLTED CONNECTION TO SUPPORTING MEMBER: WELDED CONNECTION TO SUPPORTED MEMBER: BOLTED CONNECTION TO SUPPORTING MEMBER: BOLTED TYPICAL SINGLE ANGLE SHEAR CONNECTIONS - ASD 3/4"9 A325N BOLTS E70XX ELECTRODES Fy=36 KSI ANGLES Fy=50 KSI BEAMS AND GIRDERS ANGLE LEG THICKNESS=3/8" ANGLE LEGS BY CONTRACTOR CONSISTENT WITH BOLT GAGE 1/4 1/2 1/4 . MEMBER DEPTH ROWS OF BOLTS W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36 2 2 3 3 4 5 6 7 8 9 9 10 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2.5 4 4 4 5 5 5.5 6 6 7 7 7 MAX COPE DEPTH (in) MAX COPE LENGTH (in) 1 1.5 4 MEMBER DEPTH ROWS OF BOLTS W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36 2 2 3 3 4 5 6 7 8 9 9 10 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2.5 4 4 4 5 5 5.5 6 6 7 7 7 MAX COPE DEPTH (in) MAX COPE LENGTH (in) 1 1.5 4 MEMBER DEPTH ROWS OF BOLTS W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36 2 2 3 3 4 5 6 7 8 9 9 10 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2.5 4 4 4 5 5 5.5 6 6 7 7 7 10 21 21 32 44 55 66 77 88 88 99 21 32 44 55 66 77 88 88 99 10 19 (21) 9 18 18 29 41 52 64 75 86 86 97 7 9 18 18 29 41 52 64 75 86 86 97 19 30 (31) 31 42 53 63 74 84 95 95 106 31 39 53 63 74 84 95 95 106 10 (14) 19 (23) 16 30 (31) 31 42 53 63 74 84 95 95 106 7 (11) 31 39 53 63 74 84 95 95 106 10 (14) 19 (23) 10 21 21 32 44 55 66 77 88 88 99 19 (21) 21 32 44 55 66 77 88 88 99 10 9 18 18 29 41 52 64 75 86 86 97 9 18 18 29 41 52 64 75 86 86 97 8 7 . . GA=2 3/4" MAX * GA=3 3/8" MAX ROWS SUPPORTED MEMBER SUPPORTING MEMBER STAGGER ANGLE WHERE CONNECTION OCCURS ON OPPOSITE SIDE OF WEB . . . GA=2 3/4" MAX GA=3 3/8" MAX ROWS SUPPORTED MEMBER SUPPORTING MEMBER STAGGER ANGLE WHERE CONNECTION OCCURS ON OPPOSITE SIDE OF WEB . 1/4 * REQUIRES DIRECTIONAL INSTALLATION OF BOLTS 3" TYP 1 1/4" TYP 3" TYP 1 1/4" TYP 3" TYP 1 1/4" TYP NOTES: 1. CONNECTION CAPACITY MUST MEET OR EXCEED REACTION SHOWN ON PLAN. OTHERWISE RE: DETAILS OR CONTACT STRUCTURAL ENGINEER FOR ALTERNATE CONNECTION. 2. PROVIDE FULL DEPTH ANGLES AT ALL CONNECTIONS UNLESS NOTED OTHERWISE. 3. THE NUMBER OF BOLTS IS THE MAXIMUM NUMBER THAT CAN BE PUT WITHIN THE DEPTH OF THE BEAM BASED ON TYPICAL BOLT SPACING, COPE, AND EDGE DISTANCES. 4. TABULATED VALUES BASED ON GIRDER THAT IS LIGHTEST SECTION ONE SIZE LARGER IN DEPTH THAN THE SUPPORTED MEMBER. 5. FOR BEAMS WITH NO COPE, USE SINGLE COPE VALUES. 6. VALUES IN APPLY TO BEAM SIZES W8x16, W10x17, W12x19, AND HEAVIER. 7. CAPACITIES ARE BASED ON AISC 13TH ED, ALLOWABLE STRESS DESIGN. 8. ALL HOLES ARE STANDARD HOLES. 3" MIN 4" MAX GA=2 3/4" MAX * GA=3 3/8" MAX GAP=1/2" MAX GAP=1/2" MAX GAP=1/2" MAX CONNECTION TO SUPPORTED MEMBER: WELDED CONNECTION TO SUPPORTING MEMBER: BOLTED CONNECTION TO SUPPORTED MEMBER: BOLTED CONNECTION TO SUPPORTING MEMBER: BOLTED 3/4"9 A325N BOLTS E70XX ELECTRODES Fy=36 KSI ANGLES Fy=50 KSI BEAMS AND GIRDERS TYP DOUBLE ANGLE SHEAR CONNECTIONS - ASD MEMBER DEPTH W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W36 W33 ROWS OF BOLTS 2 2 3 3 4 5 6 7 8 9 10 11 CAPACITY (SINGLE COPE) 13 (19) 21 (28) 33 (42) 52 65 94 127 148 169 CAPACITY (DOUBLE COPE) 6 (10) 9 (13) 17 (22) 29 36 58 91 116 190 190 212 CAPACITY (SINGLE COPE) 14 (22) 18 (23) 27 (32) 31 44 66 93 119 158 CAPACITY (DOUBLE COPE) 7 (11) 10 (14) 19 (23) 31 39 60 85 103 140 179 190 212 161 190 212 MAX COPE DEPTH (in) 1 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2.5 MAX COPE LENGTH (in) 4 4 4 4 5 5 5.5 6 6 7 7 7 MEMBER DEPTH W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W36 W33 ROWS OF BOLTS 2 2 3 3 4 5 6 7 8 9 10 11 MAX COPE DEPTH (in) 1 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2.5 MAX COPE LENGTH (in) 4 4 4 4 5 5 5.5 6 6 7 7 7 169 190 190 212 SUPPORTED MEMBER DOUBLE ANGLE 4x3 1/2x3/8 TYP SUPPORTING MEMBER SUPPORTED MEMBER ROWS SHORT SLOTTED HOLES IN ANGLE AT GIRDER NOTES: 1. CONNECTION CAPACITY MUST MEET OR EXCEED REACTION SHOWN ON PLAN. OTHERWISE RE: DETAILS OR CONTACT STRUCTURAL ENGINEER FOR ALTERNATE CONNECTION. 2. PROVIDE FULL DEPTH ANGLES AT ALL CONNECTIONS UNLESS NOTED OTHERWISE. 3. THE NUMBER OF BOLTS IS THE MAXIMUM NUMBER THAT CAN BE PUT WITHIN THE DEPTH OF THE BEAM BASED ON TYPICAL BOLT SPACING, COPE, AND EDGE DISTANCES. 4. TABULATED VALUES BASED ON GIRDER THAT IS LIGHTEST SECTION ONE SIZE LARGER IN DEPTH THAN THE SUPPORTED MEMBER. 5. FOR BEAMS WITH NO COPE, USE SINGLE COPE VALUES. 6. VALUES IN APPLY TO BEAM SIZES W8x16, W10x17, W12x19, AND HEAVIER. 7. CAPACITIES ARE BASED ON AISC 13TH ED, ALLOWABLE STRESS DESIGN. 1/4 TYP . TYP GAP=1/2" MAX TYP 3 1/2" 2 3/4" TYP TYP 1 1/4" MIN 3" TYP SUPPORTED MEMBER DOUBLE ANGLE 5x3 1/2x3/8 TYP SUPPORTING MEMBER SUPPORTED MEMBER ROWS . TYP GAP=1/2" MAX TYP 3 1/2" 3 3/4" TYP TYP 1 1/4" MIN 3" TYP SHORT SLOTTED HOLES IN ANGLE AT GIRDER 2 1/4" TYP MEMBER DEPTH ROWS OF BOLTS LENGTH OF TAB (in) CAPACITY 1/2" SINGLE COPE DOUBLE COPE W8 2 6 18 (19) 9 (10) 5 W10 2 6 21 (26) 12 (13) 5 W12 3 9 31 19 (22) 12 W14 3 9 31 29 12 W16 4 12 42 36 21 W18 5 15 53 31 W21 6 18 63 42 W24 6 18 63 42 W27 7 21 74 74 53 TYPICAL SHEAR TAB (SINGLE PLATE) CONNECTIONS - ASD BEAM TO HSS/PIPE COLUMN OR WIDE FLANGE GIRDER 3/4"9 A325N BOLTS E70XX ELECTRODES Fy=36 KSI TABS Fy= 50 KSI BEAMS AND GIRDERS Fy=46 KSI HSS Fy=35 KSI PIPE MAX COPE DEPTH (in) 1 MAX COPE LENGTH (in) 4 1.5 1.5 1.5 1.5 1.5 1.5 2 2 4 4 4 5 5 5.5 6 6 53 63 63 NOTES: 1. CONNECTION CAPACITY MUST MEET OR EXCEED REACTION SHOWN ON PLAN. OTHERWISE RE: DETAILS OR CONTACT STRUCTURAL ENGINEER FOR ALTERNATE CONNECTION. 2. THE NUMBER OF BOLTS IS THE MAXIMUM NUMBER THAT CAN BE PUT WITHIN THE DEPTH OF THE BEAM BASED ON TYPICAL BOLT SPACING AND EDGE DISTANCES. 3. VALUES IN APPLY TO BEAM SIZES W8x15, W10x17, W12x19, AND HEAVIER. 4. CAPACITIES ARE BASED ON AISC 13ED, ALLOWABLE STRENGTH DESIGN. 5. FOR BEAMS WITH NO COPE, USE SINGLE COPE VALUES. 6. HOLES IN SHEAR TAB MAY BE EITHER STANDARD OR SHORT-SLOT. ROWS STEEL GIRDER SHEAR TAB TO WF GIRDER SKEWED SHEAR TAB DETAIL TOP FLANGE REMOVED FOR CLARITY NOTE: RE: AWS D1.1 FOR ADDNL INFO ON SKEWED T-JOINTS 3/8" PLATE, TYP STL BM 1 3/4" TYP LENGTH OF TAB 1" MAX ¹=30Z MIN 1/4 1/4 TYP [ COL AND BEAM 3/8" PLATE, TYP STL BM ROWS WF OR HSS/PIPE COLUMN, 1/4" MIN WALL THICKNESS FOR HSS PIPES, RE: COLUMN SCHEDULE SHEAR TAB TO WF COLUMN 1" MAX 3" TYP 1 1/2" TYP LENGTH OF TAB 1/4 1/4 TYP SIMILAR CONNECTION TO FACE OF HSS OR PIPE COLUMN CJP 30ZQ9<45Z END PREP REQD RE: AWS (3/8) 45ZQ9<60Z END PREP REQD RE: AWS (1/4) (1/4) 9S60Z NOTE TO DETAILER: OFFSET SHEAR TABS WHEN BEAMS ON OPPOSITE SIDES OF GIRDER ALIGN. 1 3/4" TYP 3" TYP 1 1/2" TYP Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:06 PM S-006 GSS 02/24/2015 H0161 TYPICAL STEEL CONNECTIONS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 TYPICAL SINGLE ANGLE SHEAR CONNECTIONS NTS 2 TYPICAL DOUBLE ANGLE SHEAR CONNECTION NTS 3 TYPICAL SHEAR TAB CONNECTIONS ---PAGE BREAK--- 26 STUDS EQUALLY SPACED 8 STUDS EQUALLY SPACED 26 STUDS EQUALLY SPACED 50 STUDS EQUALLY SPACED OVER FULL LENGTH OF BEAM GIRDER (26) (26) DECK SPAN NUMBER OF STUDS ARE INDICATED THUS ON FRAMING PLANS . BEAM (50) 4 1/2" MIN 4 1/2" MIN # OF STUDS INDICATED EQUALLY SPACED 4 1/2" MIN RE: NOTE #1 SINGLE LINE SPACING PLAN 4 1/2" MIN # OF STUDS INDICATED EQUALLY SPACED 4 1/2" MIN 1 1/4" MIN 3" MIN 1 1/4" MIN RE: NOTE #1 USE STAGGERED STUD ARRANGEMENT WHEN FLANGE WIDTH IS BETWEEN 4 3/4 AND 5 1/2 INCHES. TRIPLE ROWS MAY NOT BE USED WHERE FLANGE WIDTH IS LESS THAN 4 3/4 INCHES. MULTIPLE (DOUBLE) LINE SPACING PLAN 2" STAGGERED 1 1/4" MIN 2 1/4" MIN 1 1/4" MIN RE: NOTE #1 NOTE: THE STAGGERED STUD SPACING SHOWN SHALL BE USED WHEN FLANGE WIDTH IS LESS THAN 5 1/2 INCHES STAGGERED DOUBLE LINE SPACING PLAN 4 1/2" MIN # OF STUDS INDICATED EQUALLY SPACED 4 1/2" MIN 4 1/2" MIN 12" MAX TYP 1 1/4" MIN 3" MIN 3" MIN 1 1/4" MIN RE: NOTE #1 USE STAGGERED STUD ARRANGEMENT WHEN FLANGE WIDTH IS BETWEEN 7 AND 8 1/2 INCHES TRIPLE ROWS MAY NOT BE USED WHERE FLANGE WIDTH IS LESS THAN 7 INCHES. MULTIPLE (TRIPLE) LINE SPACING PLAN 4 1/2" MIN 2" STAGGER 2 1/4" MIN 2 1/4" MIN RE: NOTE #1 NOTE: THE STAGGERED STUD SPACING SHOWN SHALL BE USED WHEN FLANGE WIDTH IS LESS THAN 8 1/2 INCHES. STAGGERED TRIPLE LINE SPACING PLAN NOTES: 1. SUPPORTS SHOWN ARE NOT INTENDED TO BE THE ACTUAL CONDITION PRESENT BUT A REPRESENTATION OF WHAT MAY BE ENCOUNTERED. RE: PLAN FOR ACTUAL SUPPORT CONDITION 2. STUDS SHALL BE 3/4" DIA NUMBER OF STUDS REQUIRED PER BEAM IS INDICATED THUS (XX) ON FRAMING PLANS. 3. SINGLE LINE SPACING SHALL BE USED EXCEPT WHEN QUANTITY OF STUDS INDICATED REQUIRES THAT MULTIPLE LINE SPACING BE USED. 4. TRIPLE LINE SPACING SHALL BE USED EXCEPT WHEN QUANTITY OF STUDS INDICATED CANNOT BE PLACED USING SINGLE OR DOUBLE LINE SPACING. 5. IN SOME CASES A COMBINATION OF SINGLE AND DOUBLE LINE (OR DOUBLE AND TRIPLE LINE) SPACING MAY BE NECESSARY TO INSTALL THE REQUIRED NUMBER OF STUDS. PLACE ADDITIONAL STUDS IN SECOND (OR THIRD) ROW SYMMETRICALLY STARTING FROM EACH END UNTIL REQUIRED NUMBER HAS BEEN PLACED. 6. 4 ROWS OF STUDS MAY BE PLACED ON BEAMS WITH FLANGE WIDTHS GREATER THAN 11 1/2 INCHES USING STRAIGHT ROWS. 7. MORE THAN 4 ROWS OF STUDS MAY BE PLACED ON BEAMS HAVING FLANGES OF SUFFICIENT WIDTH USING THE CENTRAL SPACING REQUIREMENTS FOR STRAIGHT OR STAGGERED ROWS. 8. STUDS SHALL BE PROVIDED AND INSTALLED ON ALL BEAMS THAT SUPPORT CONCRETE OR CONCRETE ON DECK WHETHER OR NOT STUDS ARE CALLED FOR ON PLAN. THE MAXIMUM STUD SPACING SHALL BE 12 INCHES (ONE STUD IN EVERY RIB FOR STANDARD WIDE RIB DECKS) 9. FOR BEAM SIZES LESS THAN W12x19, W10x17, W8x15, AND W6x16, THE STUDS SHALL BE CENTERED OVER THE BEAM WEB. 4 1/2" MIN 4 1/2" MIN 1 1/4" MIN 1 1/4" MIN . ACCESSORIES AS REQD #4x5'-0"@12" C/C TOP STAGGER ADJACENT BARS 1'-0" BEAM GIRDER DECK CONFIGURATION SHALL PROVIDE DIMENSION CENTERED ON GIRDER AS DEFINED ABOVE, OR DECK SHALL BE SPLIT LONGITUDINALLY AND SEPARATED TO FORM DIMENSION WWF TIED BELOW REBAR MIN WIDTH OF CONC, = 2" FOR ONE STUD 5" FOR TWO STUDS 8" FOR THREE STUDS CENTERED ON GIRDER SHEAR STUDS AS REQD - RE: PLAN . AT WET COLUMNS L3x3x1/4 TYP BY DECK SUPPLIER CLIP VERT LEG AT SUPPORT 2 1/2" 2 1/2" CLEAR TYP NOTE: INTERIOR COLUMN SHOWN. EXTERIOR COLUMNS ARE SIMILAR. NOTE: DECK SUPPLIER MAY SUBMIT ALTERNATE METHODS OF DECK SUPPORT FOR APPROVAL. SUPPORT MUST CARRY CONSTRUCTION LOADS. RE: PLAN RE: PLAN STL BM GIRDER BEYOND STL BM 2" WWF CONST JOINT AT MIDSPAN OF SLAB/GIRDER BEAM BEYOND 2" WWF CONST JOINT AT MIDSPAN OF BEAM . RE:PLAN T/SLAB RE:PLAN T/SLAB . . . 11'-6" MAX . . . 12" 12" [ BEAM DECK SPAN [ BEAM 4'-0" #7 BOT PARALLEL TO DECK ON IN EACH OF TWO ADJACENT RIBS #5 BOT PERP TO DECK COORDINATE W/ MECHANICAL 4'-0" SQUARE OR ROUND MAX NOTES: 1. BLOCK OUT SLAB AT OPENING. 2. PLACE REINFORCING ON ALL SIDES. 3. PLACE REINFORCING PARALLEL TO DECK FIRST IN RIBS WITH 3/4" SLAB BOLSTERS TO LIFT BAR OFF DECK. 4. PLACE BAR PERPENDICULAR TO DECK SECOND. BAR SHALL REST ON TOP OF FLUTES. 5. MAXIMUM MECHANICAL UNFACTORED UNIT WEIGHT ALLOWED: 4,000 LBS FOR 6 1/4" SLAB. 6. BASED ON TOTAL UNFACTORED FLOOR DESIGN LOAD OF 185 PSF. 7. REMOVE DECK AT OPENING AFTER CONCRETE STRENGTH REACHES 2,500 PSI. CELL CLOSURE SDI POUR STOP #4@12" TOP 5'-0" UNO ON PLAN #4@12" TOP 5'-0" UNO ON PLAN SDI POUR STOP ATTACH RE: SDI SPECS EDGE MEMBER * WHEN DECK IS PARALLEL TO EDGE MEMBER, 12" MAX POUR STOP AT WEAK SIDE OF DECK POUR STOP AT STRONG SIDE OF DECK RE: PLAN* 3/4" COVER T/SLAB RE:PLAN T/SLAB RE:PLAN WHEN bf < 5" 2" TYP, EXCEPT 1 1/2" CLR 3/4" 2'-6" MAX RE:PLAN #4 CONT, EXTEND 2'-6" MIN BEYOND EDGE OF OPENINGS #4 CONT, EXTEND 2'-6" MIN BEYOND EDGE OF OPENINGS CLR 3/4" . bf [ RE: PLAN FOR DECK ORIENTATION STL GIRDER 1/4" CONT BENT PLATE #4 CONT 1/2"9x6" HAS @18"OC SHOP WELD #4@12" TOP 5'-0" UNO ON PLAN 2" TYP, EXCEPT 1 1/2" WHEN bf<5" 1/4 3-12 T/SLAB RE:PLAN 1'-0" MAX RE:PLAN 2" TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:06 PM S-007 GSS 02/24/2015 H0161 TYPICAL COMPOSITE STEEL DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 TYPICAL SHEAR STUD LAYOUT NTS 2 TYPICAL DETAIL AT COMPOSITE DECK PARALLEL TO GIRDER NTS 3 TYPICAL COMPOSITE DECK SUPPORT AT COLUMNS NTS 4 TYPICAL COMPOSITE SLAB CONSTRUCTION JOINT NTS 7 TYPICAL COMPOSITE DECK OPENINGS 1" = 1'-0" 5 SLAB EDGE WITH CONTINUOUS POUR STOP 1" = 1'-0" 6 SLAB EDGE AT CONTINUOUS BENT PLATE ---PAGE BREAK--- . 3'-0" 6" STL BM #4@12" BENT PLATE W/ 3/4"x6" HAS @12" FULL WIDTH OF STAIR STAIR STRINGER TBD 4k - DESIGN REACTION AT EACH STRINGER, TBD (2)#4 CONT T/DECK 3/16 3-12 TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. 10'-0" MAX "L " 1 "L " 2 ANGLE ANGLE BEAM OR JOIST WELD ENDS OF ANGLES TO ROOF BEAMS OR STL JOISTS (APPLIES TO METAL DECK ROOFS ONLY) TYPICAL FRAMING AROUND ROOF OPENINGS "L " OR "L " 1 2 (USE LARGER VALUE) ANGLE ANGLE UP TO 2'-0" UP TO 4'-0" UP TO 6'-0" UP TO 8'-0" UP TO 10'-0" 4x3x1/4 (LLV) 5x3x1/4 (LLV) 5x3x5/16 (LLV) 6x4x5/16 (LLV) 6x4x3/8 (LLV) 4x3x1/4 (LLV) 5x3x1/4 (LLV) 5x3x5/16 (LLV) 6x4x5/16 (LLV) 6x4x3/8 (LLV) USE ABOVE FRAMING AT ALL ROOF OPENINGS WHERE EITHER "L " OR "L " EXCEEDS 12" - UNLESS NOTED OTHERWISE. FOR PENETRATIONS < 12" ROUND OR SQUARE, RE: TYPICAL REINFORCING AT ROOF DECK PENETRATIONS DETAIL. OBTAIN LOCATIONS AND DIMENSIONS OF MEP OPENINGS FROM MEP CONTRACTORS - MAX UNIT WEIGHT = 4,000 LBS 1 2 3/16 TYP STIFFENER SCHEDULE FLANGE WIDTH STIFFENER THICKNESS 6" OR LESS 1/4" (3/8" IF USED AS SHEAR TAB) > 6" TO 9" 3/8" > 9" TO 12" 1/2" > 12" TO 15" 5/8" > 15" SPECIAL DESIGN REQUIRED CLIP CORNER AS REQD TO CLEAR BEAM STIFFENER SHALL EXTEND 1/4" OFF OUTSIDE FACE OF BEAM FLANGE (EXCEPT WHEN EXTENDED FOR USE AS SHEAR TAB CONN) EXTEND STIFFENER WHERE BEAM FRAMES PERPENDICULAR FOR SHEAR TAB CONN RE: SHEAR TAB TYP DETAILS STANDARD BEAM GAGE MIN BEAM WIDTH=4 1/2" RE: PLAN BEAM SHEAR SPLICE WHERE OCCURS. RE: SHEAR SPLICE TYPICAL DETAILS FULL DEPTH STIFFENER BOTH SIDES, RE: SCHEDULE FOR THICKNESS, CENTER UNDER COLUMN UNO STL BM 3/4" CAP PLATE x (GREATER OF COL DIM OR BEAM FLANGE WIDTH) W/ (4)3/4"9 A325 BOLTS HSS OF WF COLUMN, MAY OCCUR ABOVE, BELOW, OR BOTH . 5/16 3 SIDES TYP 5/16 5/16 3 SIDES AT SHEAR TAB CONN TYP 1 1/2" TYP 1 1/2" 3/4" BASE PLATE x (GREATER OF COL DIM OR BEAM FLANGE WIDTH) W/ (4)3/4"9 A325 BOLTS MAX 1/2" GAP PER JOIST SUPPLIER STEEL BEAM, RE:PLAN STEEL JOIST, RE:PLAN ROOF DECK, RE:PLAN 3" MIN HSS COLUMN, WF AT SIMILAR CAP PLATE, 3/4" THICKx(COLUMN+6")x(COLUMN+1") 3/8"(MIN)X6"X0'-6" STIFFENER/STABILIZER A W/ 13/16"9 HOLE, COORD A THICKNESS W/ JOIST MANUFACTURER, TYP . CAP PLATE HSS COLUMN, WF AT SIMILAR RE: PLAN B/DECK RE: PLAN B/DECK DO NOT WELD 3/16 3/16 TYP MAX 1/2" GAP TYP 2 1/2" MIN 3" TYP 1/2" MIN CONNECTION OF JOIST TO CAP A BY JOIST SUPPLIER [ [ 3/16 RE: TYPICAL SHEAR TAB DETAIL FOR CONNECTION OF BEAM TO COLUMN, TYP STEEL BEAM, BOTH SIDES OF COLUMN SOME LOCATIONS NOTES: 1. CONTRACTOR SHALL VERIFY WEIGHTS, BASE DETAILS AND LOCATIONS OF ALL EQUIPMENT PRIOR TO FABRICATION OF THE MATERIAL. 2. CONTRACTOR TO PROVIDE ALL REQUIRED DIMENSIONS/LOCATIONS ETC TO SUIT ACTUAL EQUIPMENT FURNISHED. L2"x2"x1/4" WHEN RTU OR HANGING SUPPORT IS GREATER THAN 6" FROM PANEL POINT 1/4 1/4 CONT MC6X15.1 BLOCKING AS REQD CURB RTU UNIT L (4 SIDES) TYP ROOF OPENING 3/16 2 3/16 . 1/4 1/4 TYP EA END HANGING SUPPORT LOCATIONS SUPPORT FRAME BY OTHERS HANGING MECHINCAL UINT OR EQUIPMENT Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:07 PM S-008 GSS 02/24/2015 H0161 TYPICAL STEEL & ROOF DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 TYPICAL HEAD OF STAIR NTS 6 TYPICAL FRAMING AT ROOF OPENINGS NTS 2 TYPICAL BEAM BEARING AT COLUMN 3/4" = 1'-0" 3 TYPICAL JOIST BEARING NTS 4 TYPICAL JOIST CONNECTION AT COLUMN 3/4" = 1'-0" 5 MECHANICAL UNIT SUPPORT DETAIL ---PAGE BREAK--- LADDER TYPE JOINT REINF MIN 9GA CMU 5/8" MIN COVER TYP . . 16" MAX 6" MIN LAP PLAN RE: VERT REINF CROSS WIRE CROSS WIRE REMOVE FACE SHELL AT LEAST 1/2 UNIT HEIGHT NOTE: ALL CORNERS SHOULD HAVE JOINT REINFORCEMENT @16"OC PER TYP JOINT REINFORCEMENT DETAIL HORIZ BOND BEAM REINFORCEMENT VERT REINFORCEMENT CORNER LAP BAR TO MATCH HORIZ REINFORCEMENT BOND BEAM BLOCK RIGHT ANGLE AND ACUTE ANGLE CORNERS MIN 3'-0" 3'-0" INTERSECTIONS REMOVE FACE SHELL AT LEAST 1/2 UNIT HEIGHT ALTERNATE DIRECTION OF LAP BAR EVERY OTHER BOND BEAM CORNER LAP BAR TO MATCH HORIZ REINFORCEMENT VERT REINFORCEMENT BOND BEAM BLOCK HORIZ BOND BEAM REINFORCEMENT MIN 3'-0" 3'-0" HORIZONTAL REINFORCEMENT GROUT BARRIER UNDER BOND BEAM UNITS VERTICAL REINFORCEMENT FOUNDATION DOWEL TO MATCH WALL REINFORCEMENT LAP LENGTH RE: TYPICAL DETAILS BAR POSITIONERS AT 200d MAX FOUNDATION REINFORCEMENT FOUNDATION WALL VERT BARS GROUT CELLS AT REBAR GROUT COURSE SOLID SCREEN WHERE HOLLOW BELOW REINFORCEMENT, RE: GENERAL NOTES 8" BLOCK 12" BLOCK USE WIRE REBAR POSITIONERS TO SECURE VERTICAL BARS AT TOP, BOTTOM AND INTERVALS NOT TO EXCEED 200 BAR DIAMETERS PARTIALLY AND/OR FULLY GROUTED UNITS EQ EQ 2 1/2" 2 1/2" RE: LINTEL SCHEDULE MATCH VERTICAL BAR SIZE RE: MASONRY WALL SCHEDULE 40 BAR DIA OR 2'-0" WHICHEVER IS GREATER 40 BAR DIA OR 2'-0" WHICHEVER IS LARGER #4 NOTE: TYPICAL MASONRY WALL REINFORCEMENT FOR OPENINGS SHOWN HERE APPLIES TO ALL OPENINGS IN STRUCTURAL AND EXTERIOR WALLS AS WELL AS OPENINGS IN NON-STRUCTURAL PARTITIONS UP TO 10'-0" WIDE NOT SPECIFICALLY ADDRESSED IN PLAN OR ELEVATION. CONTACT STRUCTURAL ENGINEER FOR OPENINGS LARGER THAN 10'-0" IN WIDTH IF REINFORCEMENT IS NOT INDICATED IN PLANS. RE: GEN NOTES FOR MINIMUM REINFORCING. . . . RE: PLAN OR ROOF T/FLOOR RE: PLAN T/FLOOR CORNER, WALL END OR MOVEMENT JOINT 8" MAX #4 MIN 16" MAX TOP OF WALL OR FLOOR LEVEL #4 MIN NOTES: 1. LAPS IN REINFORCING BARS IN REINFORCED MASONRY SHALL HAVE MINIMUM DEFINED ABOVE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 2. ALL SPLICES TO BE WIRED TOGETHER. 3. SPLICE AND DEVELOPMENT ARE THE SAME VALUE FOR HORIZONTAL AND VERTICAL BARS. 4. F'm MUST BE GREATER THAN OR EQUAL TO 1,500 PSI. 5. CLEAR COVER FROM FACE OF BLOCK MUST BE GREATER THAN 3.3". BAR SIZE #3 #4 #5 #6 #7 #8 SPLICE OR DEVELOPMENT LENGTH INCHES Db 7"-8" 92 5'-1" 70 3'-9" 60 2'-2" 1'-9" 1'-4" 43 42 42 1" (MIN) AIRSPACE CORROSION-RESISTANT CORRUGATED TIE, MIN 22ga x 7/8" WIDE. ATTACH TO CONC OR CMU W/ SHOT PIN, MIN 120 LBS TENSION CAPACITY TIE EVERY 3 SQUARE FEET OF VENEER CMU OR CONCRETE SUBSTRATE (CMU SHOWN) CONCRETE OR CMU BACKUP 1" (MIN) AIRSPACE WATERPROOFING RE: ARCH CORROSION-RESISTANT CORRUGATED TIE, MIN 22ga x 7/8" WIDE. MINIMUM ATTACHMENT CAPACITY = XX LB LIGHT GAGE STUDS @16"OC MAX LIGHT GAGE BACKUP TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. 3/16 3/16 (2)#5x3'-0" CENTERED ON BEAM, HOOK AROUND CORNER BEARING PLATE W/ 2" SLOTTED HOLES PARALLEL TO BEAM & 16 GA GREASED PLATE W/ 13/16"9 HOLES BETWEEN GROUT AND BEARING PLATE, RE: SCHEDULE FOR ADDITIONAL INFORMATION DECK SUPPORT ANGLE 8" CMU RE:PLAN T/SLAB BEARING PLATE SCHEDULE BEAM FLANGE WIDTH BEARING PLATE THICKNESS 6" OR LESS 1/2" > 6" TO 9" 5/8" 7" NON-SHRINK GROUT STL BEAM, RE:PLAN 5" A3/8"x4"x0'-8" W/ 1/2"9x4" HAS GA) BOND BEAM W/ (2)#5 CONT AT BEARING ELEVATION RE:ROOF DECK SUPPORT AT MASONRY WALL ROOF DECK RE: PLAN BAR JOIST W/ 2 1/2" BEARING SEAT UNO, RE: PLAN (BEAR 4" MIN ON BEARING PLATE) MESH OR OTHER GROUT STOP DEVICE RE:PLAN B/DECK WELD RE: JOIST MANUF VERT REINF, RE:PLAN RE:PLAN FOR WELD REQUIREMENTS FOR SHEAR TRANSFER 1/2" 8" MIN RE:PLAN FOR WELD REQUIREMENTS FOR DECK ATTACHMENT CONT L4"x4"x1/4" BTWN FRAMING CMU WALL ROOF JOIST OR BEAM ROOF DECK AT CMU ONLY, GROUT SOLID AT ANGLE T/STL RE:PLAN 1'-4" BOND BEAMS W/ (2)#5 CONT AT ROOF LINE A3/8"X4"X0'-8" W/ 1/2"9X4" HAS GA) 12" EA SIDE BEAM/JOIST & EA END OF ANGLE, & 48" OC MAX 3/16 3/16 L3X3X3/16X0'-4" W/ 1/2"9 EXPANSION ANCHOR JOIST BRIDGING & FASTENING PER JOIST SUPPLIER Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:08 PM S-009 GSS 02/24/2015 H0161 TYPICAL MASONRY DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 2 TYPICAL MASONRY WALL JOINT REINFORCEMENT NTS 3 TYPICAL MASONRY HORIZONTAL REINFORCEMENT AT CORNERS NTS 4 TYPICAL PARTIALLY GROUTED REINFORCED MASONRY WALL NTS 5 TYPICAL MASONRY BOND BEAM NTS 6 TYPICAL MASONRY VERTICAL BAR POSITIONERS NTS 8 TYPICAL MINIMUM REINFORCEMENT AT MASONRY OPENINGS AND WALL ENDS NTS 1 TYPICAL MASONRY REINFORCEMENT DEVELOPMENT NTS 7 TYPICAL BRICK VENEER ATTACHMENT 1" = 1'-0" 9 TYPICAL BEAM BEARING AT MASONRY WALL NTS 10 TYPICAL JOIST BEARING AT MASONRY WALL 3/4" = 1'-0" 11 ROOF DECK SUPPORT AT MASONRY WALL ---PAGE BREAK--- SILL SCHEDULE - DETAIL A MARK MEMBERS SILL ASSEMBLY SCREW SPECIFICATION SILL/JAMB ATTACHMENT S1 600T150-54 L300x300x54 x 0'-6" AT EA END W/ #10 SCREWS EA LEG S2 ATTACH EA TRACK TO EA STUD W/ #10 SCREWS @8"OC MAX L300x300x54 x 0'-6" AT EA END W/ #10 SCREWS EA LEG L150X150X16GA W/ #10 TEK EACH LEG SILL TRACK ASSEMBLY RE: SCHEDULE OPENING SCHEDULE OPENING MARK (RE:ARCH) MAXIMUM RO WIDTH C1 12'-8" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR OPENINIG MARKS AND EXACT LOCATION OF OPENINGS. CONTACT STRUCTURAL ENGINEER IF ARCHITECTURAL OPENING EXCEEDS THAT SHOWN IN SCHEDULE. 2. ALL PAF'S IN THIS SCHEDULE ARE HEAVY DUTY TYP AND SHALL HAVE A MINIMUM SHEAR CAPACITY OF 275# IN 4000PSI CONCRETE. 3. AT DOORS OMIT SILL. CLIP ANGLE & CONNECTION (BOTH SIDES SOME LOCATIONS), RE: SCHEDULE JAMB CONN - BOTTOM TRACK HEADERS BOX HEADERS TYPE A JAMB CONN TYPE B A SILL DETAILS TYP SILL ASSEMBLY SILL/JAMB CONN JAMB CONN BOX HEADER OR TRACK ASSEMBLY, RE: HEADER SCHEDULE HEADER CLIPS IF SPECIFIED, RE: HEADER SCHEDULE JAMB STUDS, RE: JAMB SCHEDULE FOR SIZE AND QUANTITY OF STUDS AND TRACKS TYPICAL SILL CLIPS, RE: SILL SCHEDULE AND DETAILS WINDOW SILL IF APPLICABLE, RE: OPENING SCHEDULE TOP TRACK/DEFLECTION TRACK RE: STUD WALL SCHEDULE BRIDGING, RE: TYPICAL DETAILS BOTTOM TRACK RE: STUD WALL SCHEDULE. RE: TYPICAL DETAILS FOR ATTACHMENT. RE: PLAN T/SLAB RE: PLAN T/SLAB A A C C B B A B C C STUD SOME LOC, RE: SCHEDULE, ATTACHMENT RE: SCHEDULE REGULAR TRACK OR DEEP LEG TRACK RE: SCHEDULE, ATTACH TO EA STUD W/ #10 SCREW PER FLANGE TRACK RE: SCHEDULE STUDS RE: SCHEDULE ATTACH W/ #10 SCREWS @12"OC MAX C JAMB CONN DETAILS HEADER CLIPS WHERE REQD, RE: SCHEDULE TRACK RE: SCHEDULE, STOP AT JAMB STUDS TRACK RE: SCHEDULE, STOP AT JAMB STUDS REGULAR TRACK OR DEEP LEG TRACK RE: SCHEDULE, ATTACH TO EA STUD W/ #10 SCREW PER FLANGE TOP TRACK RE: SCHEDULE, ATTACH TO EA STUD W/ #10 SCREW PER FLANGE VERTICAL STUDS RE: SCHEDULE BOTTOM TRACK RE: SCHEDULE B HEADER DETAILS JAMB CONN - INFILL FRAMED BRIDGING, RE: TYP DETAILS JAMB STUD ASSEMBLY RE: SCHEDULE SLIP CLIPS AND ANCHORS TO SLAB RE: JAMB SCHEDULE CONC SLAB, RE: PLAN (SIM AT STL BM OR COMP SLAB) DEFLECTION TRACK, RE: STUD WALL SCHEDULE BUILT-UP JAMB STUDS 9'-0" JAMB SCHEDULE - DETAILS C MARK STUDS BOTTOM ATTACHMENT J1 J2 HEADER SCHEDULE - DETAIL B MARK TYPE VERT. MEMBERS HORIZ. MEMBERS HEADER ASSEMBLY SCREW SPECIFICATION HDR/JAMB ATTACHMENT COMMENTS H1 600S200-68 600T150-43 H2 B N/A TYP BOX HEADER HEADER CLIPS TOP AND BOTTOM, RE: SCHEDULE J3 TOP ATTACHMENT - INFILL FRAMED 54 MIL SLIP CLIP W/ HILTI-XU PAF TO STEEL & #10 TEK SCREWS TO JAMB S3 600T150-54 600S162-54 ATTACH EA TRACK TO STUD W/ #10 SCREWS @8"OC MAX SINGLE TRACK N/A 600T150-54 A N/A 600S162-68 600T150-54 600S162-68 600T150-54 JAMB MARK HEADER MARK J3 H2 J1 N/A - HSS GIRT MAXIMUM RO HEIGHT SILL MARK S3 12'-8" 5'-0" J2 H1 S1 6'-0" 10'-0" J1 H1 S1 3'-6" 7'-1" J1 H1 S1 S5 3'-4" 8'-0" C3 (LOWER GLAZING) C7, C8 S2 S1, S2, S3 C2 12'-8" 9'-0" J3 H2 S2 L300x300x54x0'-6" W/ HILTI-XU PAF TO CONCRETE, #10 TEK SCREWS TO JAMB 600S162-68 600T150-54 ATTACH TRACK TO EA SIDE OF EA STUD W/ #10 TEK SCREW JAMB STUD ASSEMBLY, RE: SCHEDULE 54 MIL SLIP CLIP W/ HILTI-XU PAF TO STEEL & #10 TEK SCREWS TO JAMB L300x300x54x0'-6" W/ HILTI-XU PAF TO CONCRETE, #10 TEK SCREWS TO JAMB 54 MIL SLIP CLIP, EA SIDE OF ASSEMBLY, EA W/ HILTI-XU PAF TO STEEL & #10 TEK SCREWS TO JAMB L300x300x54x0'-6", EA SIDE OF ASSEMBLY, EA W/ HILTI-XU PAF TO CONCRETE, #10 TEK SCREWS TO JAMB 600T150-54 600S162-54 L300x300x54 x 0'-6" AT EA END W/ #10 SCREWS EA LEG L300x300x54 x 0'-6" AT EA END W/ #10 SCREWS EA LEG ATTACH EA TRACK TO STUD W/ #10 SCREWS @8"OC MAX L300x300x54 x 0'-6" AT EA END W/ #10 SCREWS EA LEG CONCRETE (4000psi): - HILTI TYPE "X-U" POWDER DRIVEN FASTENER OR EQUIVALENT, D=0.157", MIN EMBEDMENT: 1 1/2" - MIN SHEAR CAP: 275# - MIN PULL-OUT CAP: 310# - SPACING = 16"OC MAX (12"OC@ WALL HEIGHT > 11') STEEL (3/16" TO 1/2" THICK STEEL): - HILTI TYPE "X-U POWDER DRIVEN FASTENER OF EQUIVALENT, D=0.157" - MIN SHEAR CAP: 720# - MIN PULL-OUT CAP: 535# - SPACING = 16"OC MAX (12"OC@ WALL HEIGHT >11') EQ EQ SPACING BOT TRACK, RE: SCHEDULE ` 3" MIN 1'-0" MIN #10 TEK EACH FLANGE COMPOSITE SLAB, RE: PLAN (NOTE: DTL SIM AT ROOF DECK) STL BEAM, RE: PLAN DEFLECTION TRACK RE: SCHEDULE, PROVIDE 3/4" GAP. ATTACH TO W/ HILTI XU PAF AT 16"OC, STAGGER BRIDGING RE: TYPICAL DETAIL CFM STUDS RE: SCHEDULE RE: PLAN T/SLAB 12" MAX GAP 3/4" TYP 3/4" MIN SILL TRACK RE: TYP DETAIL CFM STUDS RE: SCHEDULE NOTE: 1. AT DEEP LEG SINGLE DEFLECTION TRACKS, BRIDGING MUST BE INSTALLED WITHIN 12" OF TOP OF STUD. 2. ALTERNATE BRIDGING MAY BE UTILIZED AT COLD-FORMED ENGINEER'S DISCRETION. BRIDGING SHALL MEET REQUIREMENTS FOR "ALL STEEL DESIGN" UNDER SECTION D4 OF THE AISI SPECIFICATION. ISOMETRIC VIEW FASTEN BRIDGECLIP OR ANGLE AS REQD RE: AISI 2001 D3.2.2 SECTION CFM STUD, RE: SCHEDULES AND/OR ELEVATIONS BRIDGECLIP OR ANGLE BRIDGING AS REQD 4'-0" OC MAX TOP & BOT 12" MIN EDGE DISTANCE, TYP CFM FRAMING SCHEDULE (NOT AT OPENINGS) STUD SPACING STUD HEIGHT 600S162-43 600S162-43 16"OC 16"OC 5'-0" SPAN TO 12'-0" SPAN 12'-0" SPAN TO 14'-0" SPAN NOTES: 1. SCHEDULE APPLICABLE AT CONTINUOUS STUDS, NOT AT OPENINGS 2. RE: CFM OPENING SCHEDULE FOR FRAMING AT OPENINGS SILL TRACK 600T150-54 DEFLECTION TRACK 600T200-54 600T150-54 600T200-68 600S162-68 16"OC 14'-0" SPAN TO 16'-0" SPAN 600T150-68 600T200-68 Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:09 PM S-010 GSS 02/24/2015 H0161 TYPICAL COLD FORMED DETAILS & SCHEDULES CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 COLD-FORM OPENING SCHEDULE NTS 3 TYPICAL COLD-FORM TRACK TO CONNECTION NTS 4 TYPICAL COLD-FORM TRACK CONNECTION NTS 5 TYPICAL COLD-FORM BRIDGING NTS 6 COLD-FORM FRAMING SCHEDULE ---PAGE BREAK--- B C.5 D E F G 8 7 6 5 4 A C 3 2 1 Vy Hx, Mx Hz, Mz OVERALL PIER CAP LOAD NOTES AND COORDINATE SYSTEM PIER CAP LOAD NOTES: 1. LOADS INDICATED ON PLANS ARE BASED ON ABOVE GLOBAL COORDINATE SYSTEM. 2. MINIMUM/MAXIMUM VALUES INDICATED ARE BASED ON ALLOWABLE STRESS LOAD COMBINATIONS. 3. A NEGATIVE Vy NUMBER REPRESENTS UPLIFT LOADING. A G 8 1 Vy KIP Hx KIP Hz KIP MAX MIN Vy KIP MIN MAX 49.0 34.8 Vy KIP MIN MAX 117.5 69.1 Vy KIP MIN MAX 70.0 39.6 Vy KIP MIN MAX 35.8 18.6 Vy KIP MIN MAX 54.7 27.4 Vy KIP Hx KIP Hz KIP MAX MIN 68.5 -8.3 22.4 -14.4 - - Vy KIP Hx KIP Hz KIP MAX MIN 57.1 -1.0 - - 16.5 -9.3 Vy KIP MIN MAX 224.6 4.2 Vy KIP Hx KIP Hz KIP MAX MIN 46.4 -16.3 - - 12.7 -19.9 Vy KIP MIN MAX 53.7 28.7 Vy KIP MIN MAX 128.5 62.1 Vy KIP MIN MAX 130.0 59.3 Vy KIP MIN MAX 158.7 71.9 Vy KIP MIN MAX 233.4 100.5 Vy KIP MIN MAX 137.2 79.6 Vy KIP MIN MAX 107.9 57.3 Vy KIP MIN MAX 38.8 28.3 Vy KIP MIN MAX 34.3 23.0 Vy KIP MIN MAX 36.4 21.9 Vy KIP MIN MAX 49.1 28.7 Vy KIP MIN MAX 17.8 13.5 Vy KIP Hx KIP Hz KIP MAX MIN 103.9 -40.5 - - 18.4 -13.7 Vy KIP Hx KIP Hz KIP MAX MIN 90.6 -21.0 16.2 -8.6 - - Vy KIP MIN MAX 13.5 13.5 Vy KIP Hx KIP Hz KIP MAX MIN 29.6 -11.1 - - 3.7 -3.8 Vy KIP MIN MAX 26.8 -18.9 Vy KIP Hx KIP Hz KIP MAX MIN 48.2 16.6 2.4 -2.4 - - Vy KIP MIN MAX 36.3 24.4 Vy KIP Hx KIP Hz KIP MAX MIN 103.1 -29.5 - - 25.5 -24.8 Vy KIP Hx KIP Hz KIP MAX MIN 48.7 10.0 - - 22.0 -27.5 Vy KIP Hx KIP Hz KIP MAX MIN 55.5 3.6 10.1 -0.8 - - Vy KIP Hx KIP Hz KIP MAX MIN 60.5 8.9 0.9 -7.8 - - Vy KIP Hx KIP Hz KIP MAX MIN 60.0 5.6 7.8 -0.9 - - Vy KIP Hx KIP Hz KIP MAX MIN 49.4 2.8 0.8 -10.1 - - Vy KIP MIN MAX 34.2 23.8 Vy KIP MIN MAX 57.0 34.9 Vy KIP MIN MAX 49.5 34.7 Vy KIP Hx KIP Hz KIP MAX MIN 88.3 28.6 - - 13.8 25.0 Vy KIP Hx KIP Hz KIP MAX MIN 91.1 30.1 - - 25.0 -13.8 Vy KIP MIN MAX 92.7 61.7 Vy KIP MIN MAX 5.6 5.0 Vy KIP Hx KIP Hz KIP MAX MIN 131.9 -53.6 45 -45 - - Vy KIP MIN MAX 34.5 34.0 Vy KIP Hx KIP Hz KIP MAX MIN 124.9 -60.6 45 -45 - - Vy KIP Hx KIP Hz KIP MAX MIN 88.7 -27.7 26.6 -26.6 - - Vy KIP MIN MAX 5 5 Vy KIP Hx KIP Hz KIP MAX MIN 88.1 -40.5 - - 25 -25 Vy KIP Hx KIP Hz KIP MAX MIN 105.1 -43.5 26.6 -26.6 25 -25 Vy KIP MIN MAX 61.6 54.9 Vy KIP MIN MAX 44.9 40.1 Vy KIP MIN MAX 120.1 62.5 Vy KIP MIN MAX 149.8 63.4 Vy KIP MIN MAX 114.8 56.5 Vy KIP MIN MAX 147.6 63.6 Vy KIP MIN MAX 82.1 43.9 Vy KIP MIN MAX 88.4 45.7 Vy KIP MIN MAX 136.1 58.2 Vy KIP MIN MAX 138.1 58.9 Vy KIP MIN MAX 60.4 37.2 Vy KIP Hx KIP Hz KIP MAX MIN 106.0 -21.0 9.4 -17.8 - - Vy KIP Hx KIP Hz KIP MAX MIN 63.3 -6.3 14.4 21.9 - - Vy KIP MIN MAX 36.0 13.7 0" 3" 4'-0" 32'-0" 24'-0" 24'-0" 24'-0" 20'-0" 6'-0" 6'-0" 20'-0" 14'-0" 10'-0" 24'-0" 24'-0" 24'-0" 3" 4'-7" 21'-5" 10'-0" 4'-0" 5'-9" 4'-3" 4'-3" 15'-6" 4'-3" 4'-3" 9'-11" 9'-0" 10" 24'-0" 3" 2" 10'-9" 5'-4" 15'-11" 24'-0" 5" 23'-2" 5" 18'-0" 6'-0" 8'-0" 12'-0" 3" 3" 0" 4'-0" 17'-7" 6'-5" 7'-9" 3" 3" 19'-3" 4'-6" 4'-6" 15'-0" 4'-6" 4'-6" 19'-3" 3" 11'-6" 8'-6" 1'-6" 4'-6" 3" 3" 3" 5'-9" 3" 11'-0" 9'-0" 0" 0" UNO 3" TYP 3" 0" 0" 5'-9" 3" 3" 5'-9" 10'-2" 9'-10" 14'-0" 3" 9'-9" 11'-6" 12'-6" 6'-0" 17'-11" 1" 12'-0" 12'-0" 2" 3" 3'-9" 3" UNO 3" TYP 5'-9" 5'-6" 4'-10" 2" 2" 2" 1" 11'-3" 12'-9" 3" 0" 3" 18'-0" 6'-0" 8'-0" 12'-0" 8'-0" 3" 6'-0" 3" 9'-9" 10'-0" Vy KIP MIN MAX 47.9 24.5 UNO 3" TYP 0" 0" 3" 5'-5" 3" Vy KIP MIN MAX 62.1 37.2 Vy KIP MIN MAX 89.8 37.2 Vy KIP MIN MAX 74.3 35.2 Vy KIP MIN MAX 95.4 37.2 WORKING POINT, CONC CORNER 5'-6" 5'-0" 4" 4'-4" 4'-4" 45.00° 5'-4" 5'-4" 45.00° 4" Vy KIP MIN MAX 149.8 63.4 Vy KIP MIN MAX 167.7 80.2 Vy KIP MIN MAX 209.7 90.2 Vy KIP MIN MAX 209.7 90.2 PLAN NOTES: 1. DIMENSIONS LOCATE HELICAL PIER CENTERLINE. CENTER HELICAL PIERS IN ELEMENTS ABOVE IF NOT DIMENSIONED. 2. LOADS/PIERS SHOWN INDICATE REQUIRED FOUNDATION SUPPORT LOCATIONS. SINGLE OR MULTIPLE PIERS CAN BE USE AS DESIRED BY HELICAL PIER DESIGNER. 3. HORIZONTAL FORCES SHOWN ON PLAN SHALL BE RESISTED BY BATTERED HELICAL PIERS. ORIENTATION, LOCATION, AND BATTER SHALL BE SPECIFIED BY THE PIER DESIGNER. 4. RE: SHEET S-001 THRU S-003 FOR GENERAL NOTES. 5. RE: SHEET THIS SHEET FOR PLAN LEGEND AND S-001 FOR GENERAL LEGEND. 6. RE: SHEET S-004 THRU S-010 FOR TYPICAL DETAILS. 7. RE: SHEET 5-501 FOR SCHEDULES Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:11 PM S-200 GSS 02/24/2015 H0161 FOUNDATION LOAD PLAN CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/8" = 1'-0" 1 FOUNDATION LOAD PLAN PLAN NORTH ---PAGE BREAK--- B C.5 D E F G 8 7 6 5 4 A C 3 2 1 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X1/2 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS6x6x1/2 P4 HSS5X5X3/8 BP6 HSS5x5x1/2 BP4 HSS5X5X3/8 BP4 HSS6x6x1/2 P5 HSS6x6x1/2 P5 HSS5X5X1/4 BP6 HSS6x6x1/2 P3 HSS5X5X1/4 BP5 HSS5X5X3/8 HSS5X5X1/4 BP6 HSS6x6x1/2 HSS5X5X1/4 BP5 HSS5x5x1/2 BP7 P2 HSS5x5x1/2 BP7 P2 HSS5X5X3/8 BP6 122'-0" 6'-0" 20'-0" 14'-0" 10'-0" 24'-0" 24'-0" 24'-0" 134'-0" 4'-0" 32'-0" 24'-0" 24'-0" 24'-0" 20'-0" 6'-0" HSS8X8X3/8 BP2 6" 18" VARIES 6" 6" 6" 6" 99'-6" T/SOG 100'-0" T/SOG 100'-0" T/SOG 94'-7" T/CAP HSS5X5X1/4 BP3 HSS5x5x1/2 BP7 P1 HSS5x5x1/2 BP4 HSS8x6x5/8 BP5 P6 HSS8x6x5/8 BP5 P6 1 S-302 103'-0" T/SOG 36" 27K HSS6x6x1/4 BP1 1'-0" GB 1'-0" GB 1 S-401 1'-0" GB 1'-0" GB 2 S-401 36" 1'-0" 17'-0" 6'-0" 8'-0" 12'-0" HSS6x6x1/4 BP1 HSS5X5X3/8 BP3 11'-6" 12'-6" 6'-0" 18'-0" HSS8X8X3/8 BP2 HSS8X8X1/2 BP2 4" 8'-0" 3" 5'-9" 10'-5" 9'-7" 6" 6" 3'-8" 2'-4" 3'-8" 6" 4" 5'-6" 5'-0" 45.00° WORKING POINT, CONC CORNER T/SOG 11'-5" 4" 4'-0" 17'-4" 6'-8" 8'-0" 4'-6" 15'-0" 4'-6" 4'-6" 15'-0" 4'-6" 4'-6" 15'-0" 4'-6" 20'-0" 6'-0" 9" 11'-0" 9'-0" HSS6x6x1/2 7 S-401 T/SLAB T/GB STEPS 9" 26'-0" 9" 98'-0" T/GB B/GB BEAM STEPS B/GB STEPS 4 S-301 3 S-301 4'-6" 4'-6" 1'-6" 4" 1'-4" 11'-4" 1'-4" 7'-0" T/GB STEPS 1'-3" 2'-9" 4'-0" 9'-4" 2 S-301 HSS5X5X3/8 BP3 HSS5x5x1/2 BP4 HSS5X5X1/4 BP3 HSS5X5X1/4 BP3 HSS5X5X3/8 P1 HSS5X5X3/8 P1 GB 1'-0" GB 1'-2" 100'-0" T/SOG 6" 11'-4" 5'-4" 3" 24'-8" 3" GB 1'-2" GB 1'-0" 4" 5'-0" 6'-7" 12'-5" 6'-5" 9'-7" 5" 42" 4'-6" 9'-6" 5'-6" 4'-6" 4'-6" 15'-0" 4'-6" 4'-6" 15'-0" 3'-8" 10" 2'-0" 22'-0" HSS5X5X1/4 BP3 HSS5X5X3/8 BP3 HSS6x6x1/2 P1 HSS6x6x1/2 P1 HSS5X5X3/8 BP3 1 S-301 3 S-302 HSS5x5x1/2 BP7 P1 T/GB STEPS T/GB STEPS 103'-0" T/GB 101'-4" T/GB 102'-0" T/GB T/GB STEPS 2 S-302 5 S-301 6 S-301 HSS5X5X1/4 BP3 SLAB) SLAB) SLAB) SLAB) 100'-0" SLAB) SLAB) SLAB) 16 S-401 M1 M1 M1 M1 M2 TYP 4 SIDES M1 M1 HSS5X5X3/8 BP3 1'-0" GB 1'-0" GB TYP, UNO 1'-0" GB 3" 3" PIER [ 99'-4" T/PILASTER, UNO 98'-10" T/PIER CAP (TYP, UNO) 5 S-401 6 S-401 5 S-401 3 S-401 8 S-401 10 S-401 8 S-401 HSS6x6x1/2 HSS6x6x1/2 P1 HSS6x6x1/2 P1 VARIES SUMP PIT, RE:ELEV. MANUF. FOR LOCATION & TYP DETAILS FOR STRUCT T/GB STEPS 103'-0" T/GB 100'-0" T/GB 101'-4" T/GB 100'-0" T/GB 94'-0" B/GB 96'-0" B/GB B/GB 94'-0" B/GB 94'-0" B/GB T/SLAB 99'-6" T/GB END OF BRICK LEDGE T/GB STEPS 100'-0" T/GB 4 S-401 B/GB 99'-6" T/GB 94'-0" 96'-0" B/GB 100'-0" T/GB TYP, UNO TYP, UNO 96'-0" B/GB TYP, UNO TYP, UNO 96'-0" B/GB TYP, UNO TYP, UNO 99'-6" 102'-0" T/PILASTER 102'-0" T/PILASTER 98'-10" 98'-10" 98'-10" 98'-10" T/PILASTER T/PILASTER T/PILASTER T/PILASTER T/PILASTER T/PILASTER 99'-6" 97'-4" T/PILASTER 97'-4" 98'-0" T/PILASTER UNO 6'-0" UNO 6'-0" TYP 1'-6" @ PIER CAP UNO 7'-0" TYP 1'-6" 7'-0" 7'-0" TYP 1'-6" 7'-0" 7'-0" TYP 1'-6" 7'-0" 15 S-401 15 S-401 15 S-401 14 S-401 1'-7" 9'-4" 1'-7" 10'-0" 10'-0" 6" 9" 6" GB1 GB1 1 S-401 6 S-204 11 S-401 96'-0" 9 S-401 12 S-401 T/GB, STEPS 5" 9 S-401 T/GB STEPS 9 S-401 10 S-401 THICKEN SLAB FOR STAIR ATTACHMENT RE:DETAIL 12 S-401 13 S-401 13 S-401 13 S-401 13 S-401 1" 1" 3 S-401 TYP THIS GRID 3 S-401 1 S-401 2 S-401 2 S-401 1 S-401 1 S-401 PLAN NOTES: 1. CONCRETE SLAB-ON-GRADE: RE:PLAN FOR THICKNESS. RE:TYP DETAILS FOR JOINTING REQUIREMENTS. SLAB REINFORCEMENT SHALL BE W/ 6x6-W2.1xW2.1 WWF MID-DEPTH AT 4" SOG AND 6x6-W2.9xW2.9 WWF MID-DEPTH AT 5" SOG. 2. HELICAL PIERS SHALL BE DESIGNED BY THE PIER SUPPLIER FOR THE FORCES SHOWN ON S-200. 3. RE: PLAN FOR TOP OF SLAB, WALL, AND PIER CAP ELEVATIONS 4. RE: SHEET S-001 THRU S-003 FOR GENERAL NOTES 5. RE: SHEET THIS SHEET FOR PLAN LEGEND AND S-001 FOR GENERAL LEGEND 6. RE: SHEET S-004 THRU S-009 FOR TYPICAL DETAILS 7. RE: SHEET S-010 FOR CFM FRAMING 8. RE: SHEET 5-501 FOR SCHEDULES PLAN LEGEND CONCRETE CONSTRUCTION MASONRY CONSTRUCTION STEEL CONSTRUCTION RL SIZE (XX) RR PLAN KEYS LATERAL ELEMENTS CIP CONCRETE WALL ABOVE CIP CONCRETE WALL ABOVE W/ WINDOW CIP CONCRETE WALL ABOVE W/ DOOR CIP/PC WALL BELOW CONCRETE PIER CAP MASONRY WALL ABOVE MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR MASONRY WALL BELOW BEAM / GIRDER JOIST COMPOSITE BEAM NOTATION [XX] = # OF STUDS RL = LEFT REACTION RR = RIGHT REACTION COLUMN ABOVE COLUMN BELOW W1 = MASONRY WALL TYPE RE:MASONRY WALL SCHEDULE (2/S-501) DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING VERTICAL STEEL BRACE W1 HSS4X4X1/4 BP# STEEL COLUMN NOTATION HSS4X4X1/4 = COLUMN SIZE. COLUMN CONTINUOUS TO TOP LEVEL SHOWN, UNO. BP# = BASE A TYPE RE: BASE A SCHEDULE (1/S-501) P# = PILASTER TYPE RE: PILASTER SCHEDULE (4/S-501) HELICAL PIER FOUNDATION P# Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:13 PM S-201 GSS 02/24/2015 H0161 FOUNDATION PLAN CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/8" = 1'-0" 1 FOUNDATION PLAN PLAN NORTH ---PAGE BREAK--- B C.5 D E F G 8 7 6 5 4 A C 3 2 1 122'-0" 6'-0" 20'-0" 14'-0" 10'-0" 24'-0" 24'-0" 24'-0" 134'-0" 4'-0" 32'-0" 24'-0" 24'-0" 24'-0" 20'-0" 6'-0" W16x26(32) W14X22(24) W14X22(24) W12X19(18) W18X35(38) W18X35(42) W14X22(12) W14X22(28) W14X22(34) W14X22(34) W14X22(34) W14X22(5) W16x26(37) W14X22(5) W16x26(26) HSS12x6x3/8 W18X35(30) W21X44(50) W21X44(50) W21X44(50) W18x40(46) W18X35(24) W14X22(18) W18x40(50) W18x40(50) W18x40(50) W14X22(24) W18x40(36) W21X44(50) W24X55(57) W18X35(35) W18X35(38) W14X22(5) W18X35(36) W14X22(4) W18X35(36) W18X35(43) W18X35(42) W16x26(42) W16x26(40) W18X35(56) W12X19(20) W12X19(20) W14X22(24) W14X22(24) W14X22(24) W21X44(64) W14X22(24) W14X22(24) W14X22(24) W18X35(64) W21X44(64) W14X22(24) W21X44(50) W21X44(50) W18X35(40) W14X22(24) W14X22(24) W12X19(20) W21X44(64) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W14X22(24) W21X44(50) W18X35(56) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W16x26(48) W12X19(13) W12X19(12) W21X44(64) W16x26(40) W16x26(40) W14X22(26) W14X22(26) W14X22(26) W14X22(26) W14X22(24) W16x26(40) W16x26(40) W18X35(56) W14X22(24) W18X35(56) W21X50(72) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W18X35(56) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W21X44(64) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W12X19(20) W14X22(24) W12X19(24) W14X22(24) W18X35(64) W18X35(56) W14X22(24) W14X22(24) W14X22(24) W12X19(20) W12X19(12) W12X19(14) W12X19(14) W12X19(14) W12X19(12) W12X19(18) W12X19(18) W12X19(18) W14X22(24) W14X22(24) W14X22(24) W14X22(24) W14X22(24) W14X22(24) W14X22(17) W16x26(42) W16x26(42) W14X22(6) W12X19(8) W10X12 3" 6'-0" 5'-0" 5'-5" 4'-7" 5'-0" 7'-0" 7'-0" 5'-0" 5'-0" 5'-9" 5'-9" 6'-3" 6'-3" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8'-0" 1'-6" 45.00° W14X22(24) W10X12(5) W10X12 6" 6" 1 S-302 6" T/SLAB 114'-6" T/SLAB 114'-0" T/SLAB 115'-0" 8'-0" W12X19(4) W21X50(46) W18X35(8) W10X12(8) T/SLAB 115'-0" 6" W14X22(34) W14X22(14) 8'-0" 4'-4" 11'-8" 9K 9K 9K 6K 11K 11K 11K 14K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 6K 8K 6K 13K 6K 6K 27K 52K 52K 52K 27K 11K 37K 24K 6K 7K 7K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 16K 16K 16K 16K 50K 50K 50K 7K 7K 7K 6K 11K 15K 12K 12K 12K 12K 12K 12K 12K 12K 12K 12K 12K 12K 12K 12K 14K 14K 14K 8K 11K 11K 11K 6K 6K 13K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 25K 38K 12K 21K 12K 12K 6K 6K 58K 6K 6K 19K 19K 19K 19K 21K 31K 20K 12K 17K 25K 25K 25K 25K 27K 19K 15K 8K 9K 12K 12K 9K 19K 27K 6K 10K 9K 26K 6K 21K 7K 7K 6K 21K 7K 7K 7K 6K 9K 9K 9K 6K 11K 27K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 16K 16K 16K 16K 12K 12K 12K 12K 26K 6K 14K 12K 12K 12K 12K 12K 12K 14K 12K 12K 12K 12K 15K 30K 6K 24K 8K 6K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 14K 11K 52K 52K 11K 11K 8K 11K 11K 11K 6K 6K 13K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 18K 39K 12K 12K 21K 12K 6K 6K 6K 50K 28K 17K 65K 58K 30K 9K 12K 12K 9K 8K 15K 19K 27K 25K 25K 25K 25K 17K 12K 20K 6K 31K 21K 19K 19K 19K 19K 6K 10K 27K 19K 9K 10" 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 52K 52K 52K 30K 6K 6K 6K 30K 52K 52K 52K 7 S-402 6" W18X35(28) W14X22(12) W12X19(12) HSS6x6x1/4 HSS6x6x1/4 BP1 HSS6x6x5/8 W14X22(10) W14X22(24) 3 S-301 W14X22(5) 7'-6" 5'-6" 5'-6" 5'-6" 5'-6" 2'-6" STORAGE SYSTEM, RE:ARCH 4 1 2 1 2 1 2 1 3 5 4 5 5 10'-5" 9'-7" 11'-6" 12'-6" 6'-0" 18'-0" W21X44(64) 4'-6" 1'-6" 1'-6" 4'-6" 6K 2 S-301 W14X22(5) W18X35(5) 5'-6" 5'-6" 4'-6" 4'-6" W10X12(3) 6K 6K 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 5'-0" 11K 11K 25K 25K 6K W12X19 65K 53K 30K 17K 52K 9K 6K 6K 50K 50K 50K 50K 50K 50K 50K 14K 7K 7K 8K 8K W14X22(22) 5" 5'-1" 4'-10" 4" 13'-9" 1 S-310 SLAB 5" EDGE 9 S-402 1'-2" 4" W12X19(11) W14X22(11) 6K 6K 6K 6K 6K 6K 6K 6K W12X19(5) W12X19(5) W14X22(5) W14X22(4) W12X19(20) W12X19(20) W12X19(20) W12X19 W12X19 W12X19 W14X22(4) 12K 12K 12K 12K 6K 7K 7K 12K 12K 12K 14K 6K 7K 7K S-202 2 3'-0" 2'-0" W18x46 21K 21K W14X22(16) W14X22(16) 1 S-402 2 S-402 6 6 6 6 6 6 6 6 6 6 6 6 SLAB 4" EDGE SLAB 4" EDGE SLAB 4" EDGE 6 6 135.00° (2)#5x20'-0", EXTEND 4'-0" BEYOND CMU CORNER 1 S-402 1 S-402 2 S-402 3 S-310 7 11 S-402 10 S-402 7 7 7 7 3 S-402 T/SLAB 4 S-402 3 S-402 4 S-402 5 S-402 W12X19 6 9 S-402 1 S-301 3 S-302 W14X22(7) W14X22(22) 11K 11K 114'-8" T/CMU TYP LOC W16x26(20) W16x26(20) 2 S-302 5 S-301 6 S-301 12 S-402 13 S-402 HSS5X5X1/4 6K 6K 13K 19K 7K 7K 19K 13K 6K 6K 6K 6K 6K 6K 6K 6K W14X22(15) W14X22(15) W12x26(12) 3 S-310 SIM PREMAN CANOPY, RE: ARCH PREMAN CANOPY, RE: ARCH 4 S-310 W16x26(18) W18X35(22) PREMAN CANOPY, RE: ARCH 17K 17K 2 S-402 S-404 4 S-404 4 TYP LOC TYP LOC 5 S-310 2 S-402 15 S-402 14 S-402 7 S-204 114'-6" 6K W12x26(12) 6 S-404 7 S-404 HSS6x6x1/4 2'-0" 1'-10" 2'-0" HSS6x6x1/4 HSS6x6x1/4 6 S-404 SIM 7 S-404 7 S-404 OH PLAN NOTES: 1. FLOOR CONSTRUCTION: 5 1/2" THICK NORMAL WEIGHT CONCRETE SLAB: 3 1/2" CONCRETE OVER 2"x20 GA COMPOSITE GALVANIZED DECKING ON WIDE FLANGE FRAMING WITH HEADED ANCHOR STUDS (HAS). REINFORCE SLAB WITH 6x6-W2.1xW2.1 WWF REINFORCEMENT & TOP REBAR OVER GIRDERS. HEADED ANCHOR STUDS ARE 3/4"9x4 1/2" SPACED AT 12"OC MAX. RE: PLAN FOR HAS QUANTITY, UNO MAXIMUM UNSHORED DECK CLEAR SPANS 1 SPAN = 7'-5" 2 SPAN = 9'-5" 3 SPAN = 9'-9" 2. RE: PLAN FOR TOP OF SLAB ELEVATIONS. T/STEEL ELEVATIONS AT 1/2" FROM T/SLAB ELEVATIONS. UNO, T/STEEL EMBEDS AT T/STEEL ELEVATION, UNO. 3. ALL BEAM REACTIONS NOT SHOWN SHOULD BE DESIGNED FOR A MINIMUM OF 6.0 KIPS. 4. RE: SHEET S-001 & S-002 FOR GENERAL NOTES 5. RE: SHEET THIS SHEET FOR PLAN LEGEND AND S-001 FOR GENERAL LEGEND 6. RE: SHEET S-003 THRU S-009 FOR TYPICAL DETAILS 7. RE: SHEET S-0010 FOR CFM FRAMING PLAN LEGEND CONCRETE CONSTRUCTION MASONRY CONSTRUCTION STEEL CONSTRUCTION RL SIZE (XX) RR PLAN KEYS LATERAL ELEMENTS CIP CONCRETE WALL ABOVE CIP CONCRETE WALL ABOVE W/ WINDOW CIP CONCRETE WALL ABOVE W/ DOOR CIP/PC WALL BELOW CONCRETE PIER CAP MASONRY WALL ABOVE MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR MASONRY WALL BELOW BEAM / GIRDER JOIST COMPOSITE BEAM NOTATION [XX] = # OF STUDS RL = LEFT REACTION RR = RIGHT REACTION COLUMN ABOVE COLUMN BELOW W1 = MASONRY WALL TYPE RE:MASONRY WALL SCHEDULE (2/S-501) DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING VERTICAL STEEL BRACE W1 HSS4X4X1/4 BP# STEEL COLUMN NOTATION HSS4X4X1/4 = COLUMN SIZE. COLUMN CONTINUOUS TO TOP LEVEL SHOWN, UNO. BP# = BASE A TYPE RE: BASE A SCHEDULE (1/S-501) P# = PILASTER TYPE RE: PILASTER SCHEDULE (4/S-501) HELICAL PIER FOUNDATION P# KEY NOTES: 1 2 3 4 5 CONTINUOUS #5 AT SLAB PERIMETER W/ #4X5'-0" W/ STD HOOK AT 12" OC, TYP AT PERIMETER #4x12'-0" TOP BARS AT 12" OC, CENTERED OVER GIRDER LINES, STAGGER TYP 6 7 FOLDING PANEL PARITION BELOW AT BEAM [ W/ SELF WEIGHT = 100 PLF MAX FOLDING PANEL PARITION BELOW W/ STACK LOAD = 2,600 LBS MAX FOLDING PANEL PARITION BELOW W/ STACK LOAD = 3,200 LBS MAX STORAGE SYSTEM RAIL LOAD = 910 PLF MAX STORAGE SYSTEM RAIL LOAD = 1,140 PLF MAX F 2 8 S-402 6K 6K 6K 14K HSS6x6x1/4 6K 6K 15K 9K 21K 2 6K 1 3'-8" 10" 3'-0" W12X19(20) W12X19 W12X19 W14X22(3) W14X22(12) SLAB 1'-1" EDGE EOD 3" W14X22(28) W14X22(34) 6 S-402 6" Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:15 PM S-202 GSS 02/24/2015 H0161 UPPER LEVEL FRAMING PLAN CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/8" = 1'-0" 1 UPPER LEVEL FRAMING PLAN PLAN NORTH 3/8" = 1'-0" 2 PARTIAL UPPER FLOOR PLAN ---PAGE BREAK--- B C.5 D E F G 8 7 6 5 4 A C 3 2 1 122'-0" 6'-0" 20'-0" 14'-0" 10'-0" 24'-0" 24'-0" 24'-0" 134'-0" 4'-0" 32'-0" 24'-0" 24'-0" 24'-0" 20'-0" 6'-0" W18X35 W18X35 W16x26 W18X35 W18X35 W14X22 W14X22 W14X22 W14X22 W16x26 W14X22 W14X22 W14X22 W14X22 W18X35 W24X55 W14X22 W21X44 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W12X19 W12X19 22KCS2 28KCS3 28KCS3 28KCS3 28KCS3 28KCS3 28KCS3 28KCS3 28KCS3 16KCS2 16KCS2 16KCS2 26KCS2 18KCS2 26KCS2 30KCS4 W14X22 W14X22 130'-0" T/DECK 130'-0" T/DECK 4'-6" 0" 4'-9" 4'-9" 4'-9" 4'-9" 2'-6" 21'-6" 4'-6" EOD 4'-6" EOD 2'-6" CANT CANT CANT EOD 2'-6" 2'-6" 6'-4" 6'-4" 6'-4" EOD 2'-6" 2'-3" 12'-0" EOD 2'-6" CANT 5'-6" 5'-6" 4'-6" 4'-6" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-6" 0" 5'-11" 6'-0" 5'-4" 5'-3" 5'-3" 5'-3" 2'-6" EOD 4'-6" 28'-0" 8'-0" EOD 2'-6" 4'-6" CANT CANT EOD 2'-6" T/STEEL 3" W18X35 W14X22 1 S-302 W14X22 W18X35 W14X22 R1 TOP CHORD EXTENSIONS 10K1 W/ R1 TOP CHORD EXTENSION R1 TOP CHORD EXTENSION VARIES VARIES VARIES 9 ½" 15 ½" 13 ½" W18X35 W18X35 131'-5 1/2" 130'-5 1/2" T/STEEL 6K 6K 6K 22K 6K 8K 6K 7K 6K 35K 6K 8K 9K 6K 6K 6K 12K 6K 6K 20K 22K 22K 11K W16x26 22K 11K 6K 6K 22K 22K 20K 6K 12K 6K 6K 6K 6K 6K -6K 7K 6K 8K 6K 20K 25K 18K 8K 35K 6K 8K 9K 6K 6K 18K 8K 25K 20K 16K2 16K2 16K2 MECH UNIT W/ 4,500# MAX OPERATING WEIGHT, CENTER ON JOIST, RE: 5/S-008 FOR ADDNL INFO MECH UNIT W/ 3,000# MAX OPERATING WEIGHT, CENTERED BTWN JOISTS, RE:5/S-008 FOR ADDNL INFO 4 S-403 RE:7/S-009 FOR FRAMING AT OPENINGS, TYP 4 S-301 W21X44 W14X22 3 S-301 W14X22 EOD 4'-6" W14X22 CANT 30K11 W21X44 2.5K1 OUTRIGGERS T/DECK W14X22 10'-5" 9'-7" EOD 4'-6" 30KCS4 30KCS4 30KCS4 30KCS4 30KCS4 30K11 30K11 30K11 30K11 30KCS4 30KCS4 30KCS4 24K7 24K7 24K7 24K7 24K7 24K7 24K7 28KCS3 28KCS3 28KCS3 18K3 18K3 18K3 18K3 R1 TOP CHORD EXTENSION R1 TOP CHORD EXTENSIONS 10K -6K 10K 6K 5'-6" 5'-6" 4'-6" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 6'-0" 6'-0" 6'-0" 6'-0" 16KCS2 18K3 DECK CHANGES DIRECTION AT JOIST [ DECK CHANGES DIRECTION AT JOIST [ 6K W14X22 (TYP THIS GRID) (TYP THIS GRID) 130'-9 1/2" T/STEEL 130'-6 1/2" T/STEEL (TYP THIS GRID, UNO) 130'-11 1/2" T/STEEL (TYP THIS GRID) 130'-0" 6K 6K 6K 2 S-301 1 S-403 2 S-403 6 S-403 12KCS1 12KCS1 12KCS1 28KCS3 28KCS3 28KCS3 26KCS2 26KCS2 26KCS2 26KCS2 26KCS2 6'-3" 12KCS1 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 133'-8" T/DECK 131'-9 1/2" T/DECK T/DECK 131'-2 3/4" 133'-8" T/CMU (3-SIDES) 131'-1 1/2" T/STEEL (TYP THIS GRID) 131'-3 1/2" T/DECK W14X22 W14X22 W14X22 W14X22 (LOW) 6K 6K 6K 10K1 10K1 12KCS1 6K 6K 6K 6K 6K 6K 1 S-403 2 S-403 3 S-403 3 S-403 4 S-403 3 S-403 4 S-403 5 S-403 7 S-403 8 S-403 DECK CHANGES DIRECTION AT JOIST [ 9 S-403 9 S-403 SIM OH 6 S-403 6 S-403 6 S-403 5 S-403 11 S-403 SIM 10 S-403 10 S-403SIM 10 S-403 10 S-403 SIM 10 S-009 RE: 11/S-009 FOR DECK ATTACHMENT EA SIDE OF CMU WALL, TYP 12 S-403 TYP SIDES 11 S-009 HOIST BEAM & CONNECTION PER ELEVATOR MANUFACTURER 13 S-403 TYP 13 S-403 13 S-403 1 S-301 3 S-302 2 S-302 5 S-301 6 S-301 131'-8" T/CMU W14X22 W14X22 W14X22 W14X22 6K 6K 6K 6K 6K 6K 6K 6K 6K 6K W21X44 11K 11K W21X44 11K 11K W16x31 10K W16x26 9K W16x26 9K 10K 9K 9K 6K 26KCS2 W14X22 6K 22KCS2 22KCS2 22KCS2 W18X35 W18X35 6K 6K 6K 6K 6K -6K 6K 25'-0" MIN 1 TYP LOC TYP LOC S-404 1 S-404 1 1 10'-0" MIN 1 1 16 S-402 1 DEFLECTION CONNECTION, RE 14/S-403 DEFLECTION CONNECTION, RE 14/S-403 PLAN NOTES: 1. ROOF CONSTRUCTION: 1.5B 18GA PAINTED STEEL ROOF DECK ON STEEL JOIST & WF FRAMING. FASTEN DECK TO SUPPORTS W/ 5/8"9 PUDDLE WELDS IN A 36/4 PATTERN, FASTEN SIDELAPS W/ #10 TEK SCREWS AT 18"OC, TYPICAL. 2. ROOF DECK SLOPES: ALL STEEL AT RIDGES, VALLEYS AND HIPS HAVE BENT PLATE AT TOP FOR STEEL DECK SUPPORT. 3. ALL BEAM REACTIONS NOT SHOWN SHOULD BE DESIGNED FOR A MINIMUM OF 6.0 KIPS. 4. RE:PLAN FOR TOP OF STEEL ELEVATIONS 5. RE: MEP DRAWINGS FOR OPENINGS THROUGH ROOF. 6. RE: SHEET S-001 THRU S-003 FOR GENERAL NOTES 7. RE: SHEET THIS SHEET FOR PLAN LEGEND AND S-001 FOR GENERAL LEGEND 8. RE: SHEET S-004 THRU S-009 FOR TYPICAL DETAILS 9. RE: SHEET S-010 FOR CFM FRAMING KEYED NOTES: HSS2 1/2x2 1/2x3/16 BETWEEN JOISTS. 1 PLAN LEGEND CONCRETE CONSTRUCTION MASONRY CONSTRUCTION STEEL CONSTRUCTION RL SIZE (XX) RR PLAN KEYS LATERAL ELEMENTS CIP CONCRETE WALL ABOVE CIP CONCRETE WALL ABOVE W/ WINDOW CIP CONCRETE WALL ABOVE W/ DOOR CIP/PC WALL BELOW CONCRETE PIER CAP MASONRY WALL ABOVE MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR MASONRY WALL BELOW BEAM / GIRDER JOIST COMPOSITE BEAM NOTATION [XX] = # OF STUDS RL = LEFT REACTION RR = RIGHT REACTION COLUMN ABOVE COLUMN BELOW W1 = MASONRY WALL TYPE RE:MASONRY WALL SCHEDULE (2/S-501) DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING VERTICAL STEEL BRACE W1 HSS4X4X1/4 BP# STEEL COLUMN NOTATION HSS4X4X1/4 = COLUMN SIZE. COLUMN CONTINUOUS TO TOP LEVEL SHOWN, UNO. BP# = BASE A TYPE RE: BASE A SCHEDULE (1/S-501) P# = PILASTER TYPE RE: PILASTER SCHEDULE (4/S-501) HELICAL PIER FOUNDATION P# Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:16 PM S-203 GSS 02/24/2015 H0161 ROOF FRAMING PLAN CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/8" = 1'-0" 1 ROOF FRAMING PLAN PLAN NORTH ---PAGE BREAK--- B 5 4 A C 3 S-204 5 S-204 1 S-310 5 S-310 2 S-204 4 S-204 HSS12x4x3/8 HSS12x4x3/8 HSS12x4x3/8 HSS7X4X3/16 HSS7X4X3/16 HSS12x4x3/8 108'-7 1/2" T/LANDING 6'-0" 20'-0" 24'-0" 26'-0" 10" 5'-6" 5'-6" 10" 1'-8" 1'-2 3/4" 108'-2" T/ BEAM 108'-7 1/2" T/ BEAM S-204 8 S-204 9 HSS12x6x3/8 TYP T/LANDING RE:PLAN PJP 1/4 A1/2"x5"x0'-8" CAP 3/16 STRINGER, RE:PLAN BEAM, RE:PLAN HANDRAIL RE: ARCH, CONNECTION TO STRINGER BY OTHERS 4 1/2" T/LANDING RE:PLAN PJP NOTCH STRINGER AT BEAM STRINGER 1/4 3 1/4 3 3 SIDES L3x3x1/4 DECK SUPORT AROUND DECK PERIMETER BENT A3/8"x2"x5 1/2" LLV CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18"OC MAX BEAM, RE:PLAN 4 1/2" T/LANDING RE:PLAN PJP NOTCH STRINGER AT BEAM STRINGER, RE: PLAN 1/4 1/4 BEAM, RE:PLAN L3x3x1/4 CONT 2" 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 4 1/2" T/LANDING RE:PLAN TYP 4 1/2" HANDRAIL RE: ARCH, CONNECTION TO STRINGER BY OTHERS L3x3x1/4 CONT 3/16 3-12 3/16 3-12 TYP STAIR STRINGER 2" 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 10" 6" STAIR STRINGER A3/8" CAP L4x4x1/4x0'-6" EA STRINGER 3/16" 3 SIDES 3/4"9 EPOXY BOLTS EMBEDED 6" 1'-0" HANDRAIL RE: ARCH, CONNECTION TO STRINGER BY OTHERS #4 CONT T/SLAB RE: PLAN BENT A3/8"x2"x5 1/2" LLV CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX HANDRAIL RE: ARCH, CONNECTION TO STRINGER BY OTHERS A3/8" CAP 1/4" 1/4 EA STRINGER 2" B WIND GIRT, RE:PLAN 1/4 STAIR STRINGER, RE:PLAN L4"x4"x1/4" CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 1/4 L4"x4"x1/4" CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 1'-4" 1'-4" A1/2"x24" W/ 3/4"x6"HAS SPACED VERT @8"OC 4" 4" (5/16) 24 MASONRY WALL A1/2"x4"x0'-4" 3/16 1/4 1/4 1/4 1/4 L4"x4"x0'-6" SECTION A-A A A Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:17 PM S-204 Author 02/24/2015 H0161 STAIR LANDING FRAMING & DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 3/16" = 1'-0" 1 STAIR LANDING PLAN 3/4" = 1'-0" 3 OUTSIDE STAIR STRINGER 3/4" = 1'-0" 4 INSIDE STAIR STRINGER 3/4" = 1'-0" 5 INSIDE STAIR STRINGER 3/4" = 1'-0" 2 STAIR LANDING DECK EDGE 3/4" = 1'-0" 6 LOWER STRINGER SUPPORT 3/4" = 1'-0" 7 UPPER STRINGER SUPPORT 3/4" = 1'-0" 8 STRINGER TO GIRT 3/4" = 1'-0" 9 INSIDE STRINGER CONNECTION ---PAGE BREAK--- A 16'-5" W18X35(36) HSS5x5x3/8 HSS5x5x3/8 HSS5x5x3/8 HSS4x4x5/16 HSS4x4x5/16 HSS4x4x5/16 W14X22 HSS5x5x1/2 HSS5x5x1/2 1A 1A 1C 1C 1E 1E 1B 1D SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX T/STEEL RE:PLAN T/STEEL RE:PLAN STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS T/SOG RE:PLAN 6 HSS4x4x5/16 HSS5x5x1/2 HSS5x5x1/2 HSS5x5x1/2 HSS5x5x1/2 HSS5x5x1/2 T/STEEL RE:PLAN T/STEEL RE:PLAN 6'-8" 8'-0" 2A 2A 2D 2C 2B STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS W18X35(8) W14X22(7) W14X22 HSS5x5x1/2 HSS5x5x1/2 S-302 6 SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX T/SOG RE:PLAN 2 1 HSS5x5x5/16 HSS4x4x5/16 HSS5X5X3/8 HSS5X5X3/8 W14X22(5) W14X22 4'-6" 3A 3B T/STEEL RE:PLAN T/STEEL RE:PLAN 3C A3/4x5"x0'-11" W/ (4)3/4"9 BOLTS. GAGE=2 3/4". 1/4 STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX T/SOG RE:PLAN A HSS5x5x5/16 HSS4x4x1/4 3A 3B 3C SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX 4'-6" T/STEEL RE:PLAN W14X22(10) W14X22 STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS HSS5X5X3/8 HSS5X5X3/8 T/STEEL RE:PLAN T/SOG RE:PLAN 3 2 7 S-401 W18X35 W18X35 10'-0" 10'-0" T/STEEL RE:PLAN T/WALL RE:PLAN HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS5x5x3/8 HSS6x6x1/2 HSS6x6x1/2 HSS6x6x1/2 5A 5A 5A 5A 5B 5B 5C 5D 5D 5D 5E SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS W16x26(20) W16x26(20) BP8 BP9 BP8 S-302 7 B SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS5x5x3/8 6A 6A 6B 6C 6D 6E T/WALL RE:PLAN T/STEEL RE:PLAN T/STEEL RE:PLAN 11'-0" W21X44 2'-6" 2'-3" 3'-3" W16x26(26) HSS6x6x1/2 HSS6x6x1/2 Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:18 PM S-301 GSS 02/24/2015 H0161 BRACED FRAME ELEVATIONS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/4" = 1'-0" 1 BRACED FRAME ELEVATION 1/4" = 1'-0" 2 BRACED FRAME ELEVATION 1/4" = 1'-0" 3 BRACED FRAME ELEVATION 1/4" = 1'-0" 4 BRACED FRAME ELEVATION 1/4" = 1'-0" 5 BRACED FRAME ELEVATION 1/4" = 1'-0" 6 BRACED FRAME ELEVATION ---PAGE BREAK--- 5 4 W16x26 W18X35(24) HSS5x5x3/8 12'-0" 12'-0" HSS6x6x3/8 HSS6x6x3/8 HSS5x5x3/8 7A 7B 7C 7D 7D 7A T/STEEL RE:PLAN T/WALL RE:PLAN STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS HSS6x6x1/2 HSS6x6x1/2 D 4'-6" 4'-6" 8A 8A 8B 8C 8D HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS5x5x5/16 T/STEEL RE:PLAN T/STEEL RE:PLAN T/WALL RE:PLAN HSS6x6x1/2 HSS6x6x1/2 W14X22(16) W14X22 SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . XX STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS 8E E T/STEEL RE:PLAN T/STEEL RE:PLAN T/WALL RE:PLAN SEE S-302 & S-303 FOR CONNECTION DETAILS SHOWN AS . STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS STANDARD SHEAR TAB CONN W/ SLIP CRITICAL BOLTS 4'-6" 4'-6" 8A 8A 8B 8C 8D HSS6x6x1/2 HSS6x6x1/2 W14X22(16) W14X22 HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8 HSS5x5x3/8 8E XX CONNECTION MARK BRACE SIZE ANGLE FROM HORIZONTAL GUSSET HORZ WELD LENGTH GUSSET PLATE THICKNESS GUSSET TO BASEPLATE WELD SIZE LENGTH OF BRACE/GUSSET CONNECTION BRACE TO GUSSET WELD SIZE THETA (DEGREES) Lh (in) Tg (in) wgb (in) Lwb (in) wb (in) GUSSET VERT WELD LENGTH Lv (in) GUSSET TO COLUMN WELD SIZE wgc (in) HSS5x5x3/8 40-41 8 10 1/2 1/4 4 1/4 COL [ 1/4 BASEPLATE DESIGNATION SEE 1/S-501 FOR BASEPLATE SCHEDULE 1A BP7 EXTEND BASE PLATE (AS REQUIRED) PER BASEPLATE SCHED GUSSET PLATE THRU SLOTTED COLUMN _ Ã wgc wgc GUSSET TO COL WP HSS COLUMN SLOTTED TO RECEIVE GUSSET PL Lh wgb wgb GUSSET TO BASEA wb Lwb wb Lwb BRACE TO GUSSET ERECTION BOLT AT CONTRACTOR'S OPTION HSS BRACE, RE:FRAME ELEV. SLOT END TO RECEIVE GUSSET. MAX OVERSLOT = 1" BASEPLATE. RE:SCHED FOR BASEPLATE DESIGNATION Lv 3" TYP HSS5x5x1/2 60-66 8 16 1/2 1/4 4 1/4 1/4 2A BP7 HSS5x5x5/16 74-75 8 26 1/2 3/16 4 1/4 3/16 3A BP7 HSS6x6x3/8 54-55 12 18 1/2 1/4 5 1/4 1/4 5A HSS6x6x3/8 51-53 12 16 1/2 1/4 5 1/4 1/4 6A BP8 HSS6x6x3/8 43-44 12 14 1/2 1/4 5 1/4 1/4 7A BP8 HSS6x6x3/8 58-59 8 24 1/2 1/4 5 1/4 1/4 8A BP10 SEE ELEV CONNECTION MARK LOWER BRACE SIZE LOWER BRACE ANGLE FROM HORZ LOWER GUSSET PLATE THICKNESS # OF BOLT ROWS - LOWER GUSSET LENGTH OF LOWER BRACE/GUSSET CONNECTION # OF BOLT ROWS AT BEAM THETA 2 (DEGREES) TwL TgL (in) Nb Lwb (in) wb (in) LOWER GUSSET TO BEAM WELD LENGTH L bot (in) # OF BOLT COLUMNS N Cols HSS5x5x3/8 40-41 1/4 20 1/2 1 4 5 HSS4x4x5/16 5 1C WP Ã1 Ã2 Ã1 Ã2 UPPER GUSSET. THICKNESS=TgU BEAM LOWER GUSSET. THICKNESS=TgL. N Rows @ 3" Nt Rows @ 3" Nb Rows @ 3" 1/2" TYP 1 1/2" TYP N Cols @ 3" 1 1/2" TYP TwU L top TwU L top SHEAR TAB, OMIT AT WELDED LOCATIONS, RE:BOXED NOTE & SCHEDULE ADJACENT DRAG BEAM (WHERE APPLICABLE) HSS COLUMN TwL L bot TwL L bot TYP AT EACH SHEAR TAB 5/16 5/16 SHEAR TAB TO COL TYP 3" TYP 3" TYP 1/2" MIN 1 1/2" TYP LOWER GUSSET TO BEAM WELD SIZE 3/4"9 A325-SC IN SSL HOLES, TYP LOWER BRACE/GUSSET CONNECTION WELD SIZE wb Lwb wb Lwb LOWER BRACE, RE:BRACE ELEVATIONS. SLOT END TO RECEIVE GUSSET. MAX OVERSLOT=1". 5/16 LOWER BRACE, RE:BRACE ELEVATIONS. SLOT END TO RECEIVE GUSSET. MAX OVERSLOT=1". wt Lwt wt Lwt UPPER BRACE SIZE UPPER BRACE ANGLE FROM HORZ UPPER GUSSET PLATE THICKNESS # OF BOLT ROWS - UPPER GUSSET LENGTH OF UPPER BRACE/GUSSET CONNECTION UPPER GUSSET TO BEAM WELD LENGTH UPPER GUSSET TO BEAM WELD SIZE UPPER BRACE/GUSSET CONNECTION WELD SIZE N THETA 1 (DEGREES) 43-45 TwU TgB (in) L top (in) 1/4 12 1/2 Nt Lwt (in) wt (in) 4 4 1/4 HSS4x4x5/16 43-45 1/4 12 1/2 1 4 3 NONE 3 1E 1/4 HSS5x5x1/2 64-66 1/4 10 1/2 1 4 3 NONE 5 2C 1/4 2D HSS5x5x1/2 60-62 1/4 14 1/2 1 4 5 5 1/4 HSS4x4x5/16 61-63 1/4 14 1/2 4 4 1/4 HSS5x5x5/16 74-75 1/4 9 1/2 1 4 3 WELDED 20" MIN 1/4 73-75 1/4 10 1/2 9 WELDED 18" MIN 1/4 AT WELDED/WELDED LOCATIONS: UPPER & LOWER SHEAR TABS AND BOLTS ARE OMITTED, GUSSET PLATES ARE SHIFTED TO FACE OF COLUMN, AND GUSSETS ARE FIELD WELDED TO COLUMN WITH 3/16" FILLET EACH SIDE. RE:SCHED FOR REQUIRED LENGTH. 3B HSS4x4x5/16 HSS4x4x5/16 73-75 1/4 9 1/2 1 4 3 NONE 3C 1/4 WELDED 18" MIN HSS6x6x1/2 54-55 1/4 16 1/2 1 5 4 HSS5x5x3/8 6 5C 1/4 59-60 1/4 14 1/2 5 5 1/4 HSS6x6x1/2 54-55 1/4 16 1/2 1 5 4 6 5D 1/4 NONE HSS5x5x3/8 59-60 1/4 12 1/2 1 5 5 5 5E 1/4 NONE HSS6x6x3/8 51-53 1/4 14 1/2 1 5 4 5 6C 1/4 HSS6x6x3/8 51-53 1/4 14 1/2 1 5 4 5 6D 1/4 NONE HSS5x5x3/8 56-57 1/4 14 1/2 1 4 6 4 6E 1/4 NONE HSS5x5x3/8 55-56 1/4 14 1/2 1 4 4 4 7D 1/4 NONE HSS5x5x3/8 56-57 1/4 14 1/2 4 4 1/4 HSS6x6x3/8 58-59 1/4 12 1/2 1 5 4 5 8B 1/4 HSS5x5x3/8 61-62 1/4 14 1/2 4 4 1/4 HSS6x6x3/8 58-59 1/4 12 1/2 1 5 4 5 8C 1/4 NONE HSS5x5x3/8 61-62 1/4 12 1/2 1 4 4 4 8D 1/4 NONE 6 1 1/2" 4" 4" 4" 4" 1 1/2" A3/4"x6 3/4"x1'-7" W/ 3/4"9 A325-SC BOLTS. BOLT GAGE = 3 1/2" TYP. 1/4 1/2" GUSSET A HSS BRACE, RE:FRAME ELEV. SLOT END TO RECEIVE GUSSET. MAX OVERSLOT=1". STEEL BEAM, RE:PLAN 1/4 4" 1/4 4" BRACE TO GUSSET 1/4 9" 1/4 9" GUSSET TO COL 1/4 8" 1/4 8" GUSSET TO A HSS2 1/2x2 1/2x3/16 BTWN JOISTS, RE:PLAN FOR EXTENT. ATTACH DECK W/ 5/8"9 PUDDLE WELDS @12"OC 3/8" STIFFENER A/SHEAR TAB CONN FS ONLY STEEL DECK, RE:PLAN HSS COLUMN, RE:FRAME ELEV T/STEEL RE:PLAN (3/16) 2@24 (3/16) 2@24 HSS TO WF 3 3/8"x6 1/2"x1'-0" SHEAR TAB W/ 3/4"9A325-SC BOLTS 1 1/2" 3" 3" 3" 1 1/2" 1 1/2" 1 1/2" 3" 2" 1/4 1/4 TAB TO COL STEEL BEAM, RE:PLAN STEEL BEAM, RE:PLAN. RE:BRACE ELEVATIONS & SCHEDULES FOR GUSSET DETAILING STEEL COLUMN, RE:PLAN Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:20 PM S-302 GSS 02/24/2015 H0161 BRACED FRAME ELEVATIONS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/4" = 1'-0" 1 BRACED FRAME ELEVATION 1/4" = 1'-0" 2 BRACED FRAME ELEVATION 1/4" = 1'-0" 3 BRACED FRAME ELEVATION 3/4" = 1'-0" 4 FOUNDATION GUSSET PLATE SCHEDULE & DETAILS 3/4" = 1'-0" 5 GUSSET PLATE SCHEDULE & DETAILS 3/4" = 1'-0" 6 BRACE CONNECTION DETAIL 3/4" = 1'-0" 7 DRAG STRUT DETAIL ---PAGE BREAK--- HSS BRACE CONNECTION MARK BRACE SIZE ANGLE FROM HORIZONTAL GUSSET HORIZONTAL WELD LENGTH GUSSET PLATE THICKNESS GUSSET TO BEAM WELD SIZE LENGTH OF BRACE/GUSSET CONNECTION BRACE TO GUSSET WELD SIZE BEAM SIZE THETA (DEGREES) Lx (in) Tg (in) wg (in) Lwb (in) wb (in) HSS6x6x3/8 48 1/2 1/4 5 W18X35 1/4 GUSSET PLATE LOCATION(S) (TOP, BOTTOM, or BOTH) BOTTOM HSS6x6x3/8 55-57 48 1/2 1/4 5 W18X35 1/4 TOP 43-44 7C 7B Ã1 Ã2 h L1 L2 WP Tw Lx Tw Lx 1/2" THICK STIFFENER PLATE EACH SIDE STEEL BEAM GUSSET PLATE CENTER ON WP 3/16 3/16 3 SIDES GUSSET PLATE DEPTH h (in) 12 12 GUSSET PLATE. CONT THRU HSS. SEE SCHEDULE FOR THICKNESS (Tg) AND DIMENSIONS HSS BRACE. SLOT AT GUSSET HSS BRACE CONNECTION MARK BRACE SIZE ANGLE RANGE GUSSET WELD LENGTH GUSSET PLATE THICKNESS GUSSET TO BRACE WELD SIZE LENGTH OF BRACE/GUSSET CONNECTION GUSSET WELD SIZE Theta (Degrees) Lg (in) Tg (in) wg (in) Lwb (in) wb (in) HSS5x5x3/8 40-41 12 1/2 4 1/4 Lwb TYP Theta wb Lwb wb Lwb TYP wg Lg wg Lg TYP 1/2" 1/4 1B HSS4x4x5/16 43-45 8 1/2 4 1/4 1/4 1D HSS6x6x3/8 54-55 15 1/2 5 1/4 1/4 5B HSS6x6x3/8 58-59 15 1/2 5 1/4 1/4 8E Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:20 PM S-303 GSS 02/24/2015 H0161 BRACED FRAME DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 3/4" = 1'-0" 1 SUPER-X/CHEVRON GUSSET PLATE SCHEDULE & DETAILS 3/4" = 1'-0" 2 X-BRACE GUSSET PLATE SCHEDULE & DETAILS ---PAGE BREAK--- B 115'-0" T/HSS T/HSS 109'-0" HSS12x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS HSS12x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS CFM FRAMING, RE: SHEET S-010 CFM FRAMING, RE: SHEET S-010 B/OPNG RE:ARCH T/OPNG RE:ARCH GLAZING, RE:ARCH GLAZING, RE:ARCH GLAZING, RE:ARCH 108'-7 1/2" T/SLAB L4x4x1/4 DECK SUPORT AROUND DECK PERIMETER 1 112'-0" 110'-0" 117'-0" 125'-0" CONNECTION AT [ OF ANGLE BY CANOPY SUPPLIER CFM FRAMING, RE: SHEET S-010 HSS6x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS HSS6x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS HSS6x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS HSS12x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS GLAZING, RE:ARCH GLAZING, RE:ARCH GLAZING, RE:ARCH PREMAN CANOPY, RE; ARCH CONNECTION OF CANOPY TO HSS BY CANOPY SUPPLIER BENT A3/8"x2"x5 1/2" LLV CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 1/4 3-12 T/SLAB RE: PLAN 2" RE: 1/S-402 (2/S-402 AT SIM) FOR ADDNL INFO CFM FRAMING, RE: SHEET S-010 GRID T/HSS T/HSS T/HSS T/HSS 5'-6" MAX RE: 2/S-S310 FOR CONNECTION OF HSS GIRTS AT EACH END 8 HSS10x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS GLAZING, RE:ARCH PREMAN CANOPY, RE; ARCH 1/4 3-12 CFM FRAMING, RE: SHEET S-010 B/HSS CONNECTION AT [ OF ANGLE BY CANOPY SUPPLIER BENT A3/8"x2"x5 1/2" LLV CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 2" 5'-6' MAX CFM FRAMING, RE: SHEET S-010 T/SLAB RE: PLAN 110'-0" RE: 2/S-402 FOR ADDNL INFO RE: 2/S-310 FOR CONNECTION OF HSS GIRTS AT EACH END HSS GIRT, RE: SECTIONS A A L4x4x3/8x0'-6" A1/2"x4"x0'-4" 2" 1/4 1/4 1/2"9 ERECTION ROD 1/4 1/4 1/4 1/4 SIDES SECTION A-A MAX 1/4" GAP 122'-0" 114'-10" 107'-6" HSS4x4x3/8 GIRT, RE: ARCH FOR FINISH REQUIREMENTS GLAZING, RE:ARCH RE: 6/S-S310 FOR CONNECTION OF HSS GIRTS AT EACH END HSS4x4x3/8 GIRT, RE: ARCH FOR FINISH REQUIREMENTS GLAZING, RE:ARCH CMU WALL, RE: PLAN GLAZING, RE:ARCH T/OPNG T/HSS T/HSS HSS GIRT, RE: SECTIONS A A L4x4x3/8x0'-4" A1/2"x2 1/2"x0'-4" 1/4 1/4 1/2"9 ERECTION ROD 1/4 1/4 1/4 1/4 SIDES SECTION A-A CMU WALL, RE: PLAN EMBED A3/8"x5"x1'-0" W/ (2)3/4"9x6" HAS 2 1/2" 2 1/2" TYP 2" Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:23 PM S-310 GSS 02/24/2015 H0161 WALL SECTIONS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 3/4" = 1'-0" 1 WALL SECTION AT STAIR 3/4" = 1'-0" 3 ENTRY WALL SECTION 3/4" = 1'-0" 4 NORTH ENTRY CANOPY 1" = 1'-0" 2 TYPICAL GIRT TO COLUMN RE: 2/S-S404 FOR CONNECTION OF HSS GIRTS AT EACH END 3/4" = 1'-0" 5 ELEVATOR SECTION 1" = 1'-0" 6 HSS GIRT TO CMU ---PAGE BREAK--- A 6" VOID FORM, PER GEOTECH RECOMMENDATION T/SOG RE:PLAN T/GB RE:PLAN BOND BREAK GRID CFM FRAMING, RE:S-010 T&B 2" CLR TYP 2" CLR T/GB RE:PLAN 1'-0" 3" (2)#5 HORIZ TOP & BOT #4 STIRRUPS AT 48" OC MAX #4 HORIZ AT 12" OC MAX, EA FACE RE:6/S-005 FOR ADDNL INFO EXTERIOR FACADE & CAP, RE: ARCH CHAMFER, RE:ARCH B T/SOG RE:PLAN T/GB RE:PLAN BOND BREAK GRID ACCESS FLOOR, RE: ARCH B/GB RE:PLAN CFM FRAMING, RE:S-010 RE: 1/S-401 FOR ADDNL INFO 3 T/SOG RE:PLAN T/GB RE:PLAN T/SOG RE:PLAN 3" #4 CONT 2'-0"x2'-0" L-BAR AT 12" OC BOND BREAK 12" GRADE BEAM, RE: 1/S-401 GRID ACCESS FLOOR, RE: ARCH 6" 3 T/GB RE:PLAN 12" GRADE BEAM, RE: 1/S-401 MIN 4" RE: PLAN 4" SOG 2" MIN CONC RAMP BOND BREAK ACCESS FLOOR, RE: ARCH VARIES CFM FRAMING, RE: ARCH T/SOG RE:PLAN 6" C BOND BREAK ACCESS FLOOR, RE: ARCH T/SOG RE:PLAN T/GB RE:PLAN T/SOG RE:PLAN 12" GRADE BEAM, RE: PLAN CFM FRAMING, RE: ARCH 6" G 6" VOID FORM, PER GEOTECH RECOMMENDATION T/SOG RE:PLAN T/GB RE:PLAN BOND BREAK GRID CFM FRAMING, RE:S-010 T/GB RE:PLAN (2)#5 HORIZ TOP & BOT #4 STIRRUPS AT 48" OC MAX #4 HORIZ AT 12" OC MAX, EA FACE RE:6/S-005 FOR ADDNL INFO TYP 2" CLR T&B 2" CLR 1'-0" 3" ACCESS FLOOR SOME LOCS, RE: ARCH G 6" VOID FORM, PER GEOTECH RECOMMENDATION T/SOG RE:PLAN T/GB RE:PLAN BOND BREAK GRID T/GB RE:PLAN (2)#5 HORIZ TOP & BOT #4 STIRRUPS AT 48" OC MAX #4 HORIZ AT 12" OC MAX, EA FACE RE:6/S-005 FOR ADDNL INFO 1'-2" 5" TYP 2" CLR T&B 2" CLR CMU DOWEL TO MATCH SIZE & SPACING OF WALL REINF, RE:1/S-009 FOR MIN DEVELOPMENT LENGTH INTO CONC & CMU CMU WALL, RE: PLAN EXTERIOR FACADE & CAP, RE: ARCH CHAMFER, RE:ARCH T/SOG RE:PLAN RE: 9/S-401 FOR ADDNL INFO T/SOG RE:PLAN CMU DOWEL TO MATCH SIZE & SPACING OF WALL REINF, RE:1/S-009 FOR MIN DEVELOPMENT LENGTH INTO CONC & CMU CMU WALL, RE: PLAN A T/GB RE:PLAN B/GB RE:PLAN T/LEDGE 98'-0" 4" 8" GRID 6" VOID FORM, PER GEOTECH RECOMMENDATION T/SOG RE:PLAN BOND BREAK CFM FRAMING, RE:S-010 T/GB RE:PLAN (2)#5 HORIZ TOP & BOT #4 STIRRUPS AT 48" OC MAX #4 HORIZ AT 12" OC MAX, EA FACE RE:6/S-005 FOR ADDNL INFO EXTERIOR FACADE & CAP, RE: ARCH 1'-0" 3" BASE PLATE, RE:SCHEDULE #5@6"OC MAX EW BOT, HOOK EA END #5@18"OC MAX VERT AROUND PERIMETER, HOOK EA END PIER CAP, RE:PIER MANUF PIER CAP NOTES: 1. ALL DIMENSIONS ARE ASSUMED VALUES BASED ON MINIMUM PIER SPACING AND A 8" MINIMUM HELIX. PIER CAP DESIGN ASSUMES PIERS HAVE A MAXIMUM WORKING CAPACITY OF 50 KIPS. THE HELICAL PIER ENGINEER SHALL CONTACT THE STRUCTURAL ENGINEER IF ANY DIMENSIONS NEED TO BE ALTERED BEFORE THE HELICAL PIER INSTALLATION. [ [ 1'-6" RE:PIER MANUF ( 6" MAX ) 2'-0" RE:PLAN #5@12"OC MAX EW TOP, HOOK EA END BASE PLATE, RE:SCHEDULE #5@6"OC MAX EW TOP & BOT, HOOK EA END #5@18"OC MAX VERT AROUND PERIMETER, HOOK EA END PIER CAP, RE:PIER MANUF PIER CAP NOTES: 1. ALL DIMENSIONS ARE ASSUMED VALUES BASED ON MINIMUM PIER SPACING AND A 8" MINIMUM HELIX. PIER CAP DESIGN ASSUMES PIERS HAVE A MAXIMUM WORKING CAPACITY OF 50 KIPS. THE HELICAL PIER ENGINEER SHALL CONTACT THE STRUCTURAL ENGINEER IF ANY DIMENSIONS NEED TO BE ALTERED BEFORE THE HELICAL PIER INSTALLATION. [ [ [ (5)#5@6"OC EW TOP & BOT ADD, HOOK EA END, CENTER ON COLUMN 1'-6" RE:PIER MANUF ( 6" MAX ) 2'-0" RE:PLAN #5@18"OC MAX VERT AROUND PERIMETER, HOOK EA END [ 1'-6" RE:PIER MANUF ( 6" MAX ) 2'-0" MASONRY DOWELS TO MATCH SIZE AND SPACING OF MASONRY REINFORCEMENT SUMP PIT SIZE & LOCATION PER ELEVATOR MANUFACTURER, RE:TYPICAL DETAILS FOR STRUCTURE #5@6"OC MAX EW TOP & BOT, HOOK EA END PIER CAP, RE:PIER MANUF 8" CONC WALL REINFORCED W/ #4@12"OC MAX HORZ & # 4@16"OC VERT HOOKED INTO PIER CAP, ALTERNATE HOOKS 4" 4" T&B 2" CLR 96'-0" 102'-4" B/GB T/GB #4 CONT, EXTEND 2'-6" MIN BEYOND GB CORNER #4 2'-6"x2'-6" L-BAR AT 12" OC MAX (2)#5 HORIZ TOP & BOTTOM #4 HORIZ AT 12" OC MAX #4 STIRRUPS AT 20" OC FOR 2'-6" EA SIDE OF HELICAL PIERS & 48" OC MAX REMAINDER 8" GRADE BEAM 6" VOID FORM, PER GEOTECH RECOMMENDATION T/SOG RE:PLAN BOND BREAK RE:6/S-005 FOR ADDNL INFO T/SOG RE:PLAN WALL SHALL BE BRACED UNTIL UPPER SOG IS IN PLACE & CURED F 96'-0" 100'-0" B/GB T/GB (2)#5 HORIZ TOP & BOTTOM #4 HORIZ AT 12" OC MAX #4 STIRRUPS AT 48" OC MAX 8" GRADE BEAM 6" VOID FORM, PER GEOTECH RECOMMENDATION T/SOG RE:PLAN BOND BREAK, TYP RE:6/S-005 FOR ADDNL INFO 4" 4" T&B 2" CLR T/SOG RE:PLAN 5" 8" CMU DOWEL TO MATCH SIZE & SPACING OF WALL REINF, RE:1/S-009 FOR MIN DEVELOPMENT LENGTH INTO CONC & CMU CMU WALL, RE: PLAN 8" GRADE BEAM, RE: 9/S-401 FOR ADDNL INFO T/SOG RE:PLAN CMU DOWEL TO MATCH SIZE & SPACING OF WALL REINF, RE:1/S-009 FOR MIN DEVELOPMENT LENGTH INTO CONC GB & CMU CMU WALL, RE: PLAN 102'-4" T/GB (2)#4 CONT, EXTEND 2'-6" MIN BEYOND GB CORNER #4 2'-6"x2'-6" L-BAR AT 12" OC MAX, ALT DIRECTION G T/SOG RE:PLAN #4 CONT 2'-0"x2'-0" L-BAR AT 12" OC GRADE BEAM, RE: PLANS & DETAILS GRID 2" CONT WATER STOP Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:25 PM S-401 GSS 02/24/2015 H0161 FOUNDATION DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 3/4" = 1'-0" 1 PERIMETER GRADE BEAM 3/4" = 1'-0" 2 GRADE BEAM AT ACCESS FLOOR 3/4" = 1'-0" 5 TOP GRADE BEAM AT ENTRY 3/4" = 1'-0" 6 TOP GRADE BEAM AT RAMP 3/4" = 1'-0" 7 SOG STEP AT ENTRY 3/4" = 1'-0" 3 GRADE BEAM - RETAINING SOIL 3/4" = 1'-0" 8 PERIMETER GRADE BEAM W/ CMU 3/4" = 1'-0" 10 CMU ON SLAB EDGE 3/4" = 1'-0" 4 GRADE BEAM W/ BRICK LEDGE 3/4" = 1'-0" 14 4 PIER, PIER CAP 3/4" = 1'-0" 15 5 PIER, PIER CAP 3/4" = 1'-0" 16 ELEVATOR PIT 3/4" = 1'-0" 9 SLAB AT 8" GRADE BEAM 3/4" = 1'-0" 11 LOW GRADE BEAM AT STAIR 3/4" = 1'-0" 12 CMU AT 8" GRADE BEAM 3/4" = 1'-0" 13 RECESS AT DOOR ---PAGE BREAK--- 7 LG POUR STOP BY DECK SUPPLIER #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN RE: S-006 FOR CONNECTION CFM FRAMING, RE: S010 FOR ADDNL INFO 2" GRID EXTERIOR FACADE & CAP, RE: ARCH T/SLAB RE: PLAN ACCESS FLOOR, RE: ARCH 3" CFM FRAMING, RE: S-010 FOR ADDNL INFO G LG POUR STOP BY DECK SUPPLIER #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN CFM FRAMING, RE: S- 010 FOR ADDNL INFO GRID EXTERIOR FACADE & CAP, RE: ARCH L3x3x1/4 BRACE W/IN 2'-0" EA SIDE OF COLUMN & 6'-0" OC MAX 1/4 2 1/4 2 EA END T/SLAB RE: PLAN ACCESS FLOOR, RE: ARCH 3" CFM FRAMING, RE: S-010 FOR ADDNL INFO T/SLAB RE: PLAN T/SLAB RE: PLAN LG POUR STOP BY DECK SUPPLIER #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN ACCESS FLOOR, RE: ARCH 2" RE: PLAN EDGE OF SLAB L4x4x1/4 BTWN FRAMING 3/16 3-12 3/16 3-12 C T/SLAB RE: PLAN T/SLAB RE: PLAN LG POUR STOP BY DECK SUPPLIER #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN ACCESS FLOOR, RE: ARCH L4x4x1/4 CONT 3/16 3-12 3/16 3-12 2" GRID RE: PLAN EDGE OF SLAB T/SLAB RE: PLAN T/SLAB RE: PLAN LG POUR STOP BY DECK SUPPLIER ACCESS FLOOR, RE: ARCH L4x4x1/4 BTWN FRAMING 3/16 3-12 3/16 3-12 CFM FRAMING, RE: S-010 FOR ADDNL INFO EXTERIOR FACADE & CAP, RE: ARCH #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN F DECK SUPPRT ANGLE, STOP SHORT OF BEAM TO BEAM CONNECTION BEAM TO BEAM CONNECTION, RE: PLAN & TYP DETAILS RE: TYPICAL DETAIL FOR STIFFENER & COL CONNECTIONS NOTE: DECK & SLAB NOT SHOWN FOR CLARITY F T/SLAB RE: PLAN T/SLAB RE: PLAN LG POUR STOP BY DECK SUPPLIER ACCESS FLOOR, RE: ARCH L4x4x1/4 BTWN FRAMING 3/16 3-12 3/16 3-12 CFM FRAMING, RE: S-010 FOR ADDNL INFO EXTERIOR FACADE & CAP, RE: ARCH #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN RE: PLAN EDGE OF SLAB F BEAM TO COLUMN CONNECTIONS, RE: PLAN & TYP DETAILS RE: TYPICAL DETAIL FOR STIFFENER & COL BASE CONNECTION NOTE: DECK & SLAB NOT SHOWN FOR CLARITY HANDRAIL RE: ARCH, CONNECTION TO SLAB BY OTHERS ACCESS FLOOR SOME LOCS, RE: ARCH BENT A3/8"x2"x5 1/2" LLV CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 2" 1/4 3-12 CFM INFILL, RE: ARCH 3" T/SLAB RE: PLAN #5x3'-0" (A706) DOWEL WELDED TO BEAM AT EA CMU VERT, RE: MASONRY WALL SCHEDULE CMU WALL, RE: PLAN RE: S-006 FOR CONNECTIONs 15 S-402 F CMU WALL, RE: PLAN & SCHEDULE T/SLAB RE: PLAN T/SLAB RE: PLAN #5 CONT AT PERIMETER #4 HOOKED BARS, RE:PLAN ACCESS FLOOR, RE: ARCH RE: 11/S-009 FOR DECK CONNECTION T/CMU RE: PLAN #5x30"x30" DOWEL AT EA CMU VERT, RE: MASONRY WALL SCHEDULE CMU WALL, RE: PLAN & SCHEDULE T/SLAB RE: PLAN #5 CONT RE: 11/S-009 FOR DECK CONNECTION EA SIDE OF WALL, STAGGER ONE CELL #5x30"x30" DOWEL AT EA CMU VERT, RE: MASONRY WALL SCHEDULE ALT HOOK DIRECTION T/CMU RE: PLAN F 3/16 3/16 WF TO BRG A (2)#5x3'-0" CENTERED ON BEAM, HOOK AROUND CORNER 3/4"x6 1/2"x 7 1/2" BEARING PLATE W/ 2" SLOTTED HOLES PARALLEL TO BEAM & 16 GA GREASED PLATE W/ 13/16"9 HOLES BETWEEN GROUT AND BEARING PLATE, RE: SCHEDULE FOR ADDITIONAL INFORMATION NON-SHRINK GROUT SLAB ON METAL DECK, RE:PLAN & NOTES STEEL BM, RE:PLAN A3/8"x9"x1'-0 1/2" W/ 3/4"9 A325-SC BOLT ON EA BEAM. SHIM W12X26 SIDE WITH 6"x9" SHIMS. 1/2" GAP DECK CLOSURE BY DECK SUPPLIER STEEL BM, RE:PLAN 1 1/2" 3" 3" 1 1/2" 1 1/2" 1 1/2" TYP 3" 1 1/2" 3/8"x4"x0'-9" SHEAR TAB W/ (3)3/4"9A325-SC BOLTS, TYP EA SIDE 1/4 1/4 TYP T/STEEL RE:PLAN 11 S-402 A3/4"x6"x0'-6" W/ 3/4"9 AB AT STD BEAM GAGE W/ SHORT SLOTTED HOLES PARALLEL TO BEAM NON-SHRINK GROUT #6 VERT FULL HT IN CELL BENEATH BRG A VERT REINF, RE:WALL SCHED 3/16 3/16 BM TO BRG A 5/16 2" VERT RETURN T&B 5/16 TAB TO EMBED BOND BEAM REINF FOR TOP COURSES, RE:PLAN & SCHED 1/2"x4"x1'-0" EMBED A W/ A706 GRADE #6x30" LONG DOWELS. CENTER DOWELS ON A WITH 8" GAGE 1" MAX FULLY GROUTED CMU WALL, RE:PLAN & SCHED. STEEL BM, RE:PLAN 5/16 DOWEL TO EMBED, TYP LOW SLAB NOT SHOWN FOR CLARITY A1/2"x6"x1'-0" GROUT POCKET FULL ONCE STEEL CONNECTIONS ARE COMPLETED. 4" 8" A3/4"x6"x0'-7" W/ 3/4"9 AB AT STD BEAM GAGE W/ SHORT SLOTTED HOLES PARALLEL TO BEAM NON-SHRINK GROUT #6 VERT FULL HT IN CELL BENEATH BRG A VERT REINF, RE:WALL SCHED 3/16 3/16 BM TO BRG A 5/16 2" VERT RETURN T&B 5/16 TAB TO EMBED BOND BEAM REINF COURSE ABOVE & BELOW POCKET & EA COURSE IN BETWEEN, RE:PLAN & SCHED 1/2"x4"x1'-8" EMBED A W/ A706 GRADE #6x30" LONG DOWELS. CENTER DOWELS ON A WITH 8" SPCG FULLY GROUTED CMU WALL, RE:PLAN & SCHED. STEEL BM, RE:PLAN 5/16 DOWEL TO EMBED, TYP A1/2"x8"x1'-2" T/STEEL RE:PLAN GROUT POCKET FULL ONCE STEEL CONNECTIONS ARE COMPLETED. 1" MAX 8" 4" A3/4"x6"x0'-6" W/ 3/4"9 AB AT STD BEAM GAGE W/ SHORT SLOTTED HOLES PARALLEL TO BEAM NON-SHRINK GROUT #6 VERT FULL HT IN CELL BENEATH BRG A VERT REINF, RE:WALL SCHED 3/16 3/16 BM TO BRG A 1/4 1" VERT RETURN T&B 1/4 TAB TO EMBED BOND BEAM REINF ABOVE & BELOW POCKET PLUS EA COURSE IN BETWEEN 1/2"x4"x1'-0" EMBED A W/ A706 GRADE #6x30" LONG DOWELS. CENTER DOWELS ON A WITH 8" GAGE FULLY GROUTED CMU WALL, RE:PLAN & SCHED. STEEL BM, RE:PLAN 5/16 DOWEL TO EMBED, TYP A1/2"x6"x0'-9" GROUT POCKET FULL ONCE STEEL CONNECTIONS ARE COMPLETED. Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:31 PM S-402 GSS 02/24/2015 H0161 FRAMING DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 3/4" = 1'-0" 1 PERIMETER SLAB EDGE 3/4" = 1'-0" 2 SLAB EDGE W/ PARALLEL FRAMING 3/4" = 1'-0" 3 SLAB STEP 3/4" = 1'-0" 4 SLAB STEP 3/4" = 1'-0" 5 SLAB STEP AT DECK 3/4" = 1'-0" 7 CANTILEVERED BEAM 3/4" = 1'-0" 6 SLAB STEP - GRID F 3/4" = 1'-0" 8 DECK BEAM TO COLUMN 3/4" = 1'-0" 9 INTERIOR SLAB EDGE 3/4" = 1'-0" 10 BEAM SUPPORTING CMU 3/4" = 1'-0" 11 FLOOR STEP AT CMU 3/4" = 1'-0" 12 INTERIOR CMU WALL 3/4" = 1'-0" 13 DRAG STRUT 3/4" = 1'-0" 14 MASONRY EMBED DETAIL 3/4" = 1'-0" 15 MASONRY EMBED DETAIL 3/4" = 1'-0" 16 MASONRY EMBED DETAIL ---PAGE BREAK--- 7 GRID JOIST W/ 2 1/2" SEAT, RE: PLAN L2 1/2x2 1/2x1/4 BRACE EA JOIST, EXTEND TO JOIST PANEL PT 133'-8" T/CFM CLR 3/4" T/STEEL RE: PLAN 2'-6" MAX HSS6x3x3/16x(JOIST SPACING - CENTERED BTWN JOISTS EXTERIOR FACADE & CAP, RE: ARCH 600S162-43 AT 16" OC FOR H<2'-0" AT 12" OC FOR RE: S-010 FOR ADDNL INFO L2x2x1/4, SAME LENGTH AS HSS ATTACH DECK TO ANGLE W/ EDGE FASTENING SPECIFIED PER PLAN HILTI XU PAF AT 12" OC MAX 600T200-54 TRACK W/ (2)#12 TEK SCREW EA STUD, TYP T&B 3/16 2-12 3/16 2-12 STAGGERED 3/16 2-12 3/16 2-12 STAGGERED CFM FRAMING, RE: S-010 FOR ADDNL INFO 1/4 1 1/2 1/4 1 1/2 EA END 2"2" 3" 3" A 131'-2" 1/4 1 1/2 1/4 1 1/2 EA END 3/16 EA JOIST L6x4x5/16 CONT EXTERIOR FACADE, RE: ARCH CFM, RE: 2/S-403 FOR ADDNL INFO 2.5K1 AT EDGES OF DECK & 5'-0" OC MAX L2 1/2x2 1/2x1/4 BRACE, 1'-0" FROM EA END OF BEAM & 6'-0" OC MAX CHANGE DECK ORIENTATION AT JOIST DOES NOT CHANGE AT SIM BY JOIST MANUF T/CFM GRID RE: PLAN EOD RE: 5/S-403 FOR CFM FRAMING DECK SUPPORTED BY ANGLE AT SIM 2'-10" 1'-4" HSS2 1/2x2 1/2x3/16 BTWN JOISTS, RE:PLAN FOR EXTENT. ATTACH DECK W/ 5/8"9 PUDDLE WELDS @12"OC (3/16) 2@24 (3/16) 2@24 HSS TO WF G GRID L2 1/2x2 1/2x1/4 BRACE, 1'-0" FROM EA END OF BEAM & 6'-0" OC MAX EXTERIOR FACADE & CAP, RE: ARCH 600S162-43 AT 16" OC FOR H<2'-0" AT 12" OC FOR RE: S010 FOR ADDNL INFO ATTACH DECK TO ANGLE W/ EDGE FASTENING SPECIFIED PER PLAN HILTI XU PAF AT 12" OC MAX FOR AT 9" OC FOR 2'-6"H<3'-0" 4" 600T200-54 TRACK W/ (2)#12 TEK SCREW EA STUD, TYP T&B CFM FRAMING, RE:S-010 FOR ADDNL INFO 1/4 1 1/2 1/4 1 1/2 EA END 3'-0" MAX HEIGHT - VARIES ATTACH DECK W/ 5/8"9 PUDDLE WELD EA FLUTE, STAGGER ON EA SIDE OF BEAM WEB BELOW CLR 3/4" 2" 2" ADJACENT JOIST/BEAM 133'-8" T/CFM 3" 3" EXTERIOR FACADE & CAP, RE: ARCH T/DECK RE: PLAN L4x3x3/8(LLH)x6" LONG CENTERED ON EA JOIST LOC. PROVIDE 1/4" VERT STIFFENER CENTERED 1/4 1/4 RE:1/S-403 FOR ADDNL INFO L3x3x3/8 CONT 1/4 2-12 L TO WF 1/4 L TO JOIST F T/DECK RE: PLAN L3x3x3/8 CONT 1/4 4-12 1/4 4-12 STAGGER RE:2/S-403 FOR ADDNL INFO VARIES EXTERIOR FACADE & CAP, RE: ARCH GRID ATTACH DECK TO ANGLE W/ EDGE FASTENING SPECIFIED PER PLAN 1 131'-2" L2 1/2x2 1/2x1/4 BRACE EA JOIST, EXTEND TO JOIST PANEL PT 1/4 1 1/2 1/4 1 1/2 EA END RE: PLAN EOD GRID 3/16 EA JOIST L6x4x5/16 (LLH) CONT EXTERIOR FACADE, RE: ARCH 1'-4" 2'-10" CFM, RE: 1/S-403 FOR ADDNL INFO JOIST TOP CHORD EXTENSION, RE: PLAN RE:7/S-403 FOR FACADE FRAMING 400S162-43 @ 16"OC 400T150-43 W/ 10TEK SCREWS TO EA VERT STUD T/CFM HSS2 1/2x2 1/2x3/16 BTWN JOISTS, RE:PLAN FOR EXTENT. ATTACH DECK W/ 5/8"9 PUDDLE WELDS @12"OC (3/16) 2@24 (3/16) 2@24 HSS TO WF 2 131'-2" 3/16 EA JOIST L6x4x5/16 (LLH) CONT 1'-4" 2'-10" JOIST TOP CHORD EXTENSION, RE: PLAN T/CFM RE: PLAN EOD 600S162-33 @16"OC 600T162-33 T&B W/ #10 TEK EA SIDE EA STUD HILTI X-U PAF EA STUD 600T162-33 W/ #10 TEK EA SIDE EA STUD. ATTACH TO L W/ HILTI X-U PAF @ 8"OC STAGGERED #10 TEK SCREW EA STUD 600S162-33. ATTACH TO EA STUD W/ (4)#10 TEK SCREWS. 600S162-43 JOISTS AT 16"OC MAX. PROVIDE BLOCKING AT 4'-0"OC MAX 400S162-43 @ 16"OC W/ 400T150 AT TOP. ATTACH TRACK TO BEAM W/ HILTI X-U PAFS @ 16"OC AND TO STUD W/#10TEK EA SIDE EA STUD (2)#10 TEK SCREWS EA JOIST L3x3x18GA CONT BRACING W/ #10 TEK EA FLANGE G 131'-2" 3/16 EA JOIST L6x4x5/16 (LLH) CONT 1'-4" 2'-10" 2.5K1 AT EDGES OF DECK & 5'-0" OC MAX T/CFM CHANGE DECK ORIENTATION AT JOIST [ BY JOIST MANUF RE: PLAN EOD RE: 7/S-403 FOR CFM FRAMING (2)600S162-43 +(2)358T150-43 BOX BEAM 2 EXTERIOR FACADE & CAP, RE: ARCH 1'-2" CFM PARAPET BEYOND A A 1/4" THICK FULL HT BM STIFFENER, SHOP WELDED 3/16 SIDES 3/16 SECTION A-A L3x3x1/4 3/16 2 MIN SIDES, EA END GRID EOD = FACE OF CFM FRAMING, RE: PLAN 3/16 CFM FRAMING RE: PLAN EOD RE: 1/S-403 (2/S-403 AT SIM) FOR ADDNL ANGLE DECK SUPPORT, RE:10/S-403 2 L3x3x3/8, MATCH DECK LENGTH 1/4 4-12 1/4 4-12 STAGGER RE: 1/S-403 (2/S-403 AT SIM) FOR ADDNL INFO 2.5K1 OR TOP CHORD EXTENSION, RE:PLAN GRID ROOF DECK (PERP AT SIM) ROOF DECK (PERP AT SIM) RE: 10/S-009 FOR JOIST BEARING 8" CMU WALL, RE: PLAN T/CMU RE:PLAN 133'-4" T/CMU 4" L6x4x3/8 CONT W/ 3/4"9x6" HAS, 4" FROM EA END & 24" OC MAX. WET STAB AFTER GROUT PLACEMENT. RE: 11/S-009 FOR DECK CONNECTION ATTACH DECK W/ 5/8"9 AT EA FLUTE & AT 18" OC AT DECK EDGES GRID A3/8"X3"X0'-5" CENTERED ON COL 3/16 3/16 L4X4X1/4 HSS COL, RE:PLAN ATTACH DECK TO ANGLE W/ 5/8"9 PUDDLE WELDS EA END & 12" OC MAX 3/16 3/16 JOIST, RE:PLAN DETAIL APPLIES AT COLUMNS WITHOUT FRAMING PERPENDICULAR TO COLUMN AT GRID EA SIDE 1/2" TYP A1/2"x6"x0'-7" W/ LONG SLOTTED HOLE CLR 1" 2 1/2" 2 1/2" SLOT AT COL EXTEND 1 1/2" BEYOND END OF A 3/4"9 BOLT, SNUG TIGHT 1/4 1/4 STEEL BEAM, RE: PLAN HSS COL, RE: PLAN Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:32 PM S-403 GSS 02/24/2015 H0161 ROOF DETAILS CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 3/4" = 1'-0" 1 JOIST BEARING AT ROOF 3/4" = 1'-0" 6 JOIST SUBSTITUTE FRAMING 3/4" = 1'-0" 2 DECK BEARING AT BEAM 3/4" = 1'-0" 3 ROOF STEP AT JOIST BEARING 3/4" = 1'-0" 4 DECK BEARING AT ROOF STEP 3/4" = 1'-0" 5 ROOF JOIST EXTENSION 3/4" = 1'-0" 7 DECK ROOF JOIST EXTENSION 3/4" = 1'-0" 8 DECK ROOF JOIST SUBSTITUTE FRAMING 3/4" = 1'-0" 9 LOW ROOF EXTENSION 3/4" = 1'-0" 10 LOW ROOF DECK SUPPORT 3/4" = 1'-0" 11 ROOF STEP AT STAIR CORE 3/4" = 1'-0" 12 ELEVATOR ROOF DETAIL 3/4" = 1'-0" 13 COLUMN BRACING 1" = 1'-0" 14 DEFLECTION CONNECTION ---PAGE BREAK--- 2 2 S-404 2'-8 1/2" 7'-6" 7'-6" 2'-8 1/2" 2" 1'-0" 1'-0" 1'-0" 1'-6" 8" GRID HSS10x6x3/8 HSS10x6x3/8 HSS10x6x3/8 HSS8x3x1/4 HSS8x3x1/4 HSS8x3x1/4 HSS8x3x1/4 HSS8x3x1/4 HSS8x3x1/4 HSS8x3x1/4 HSS8x3x1/4 3 S-404 TYP PROVIDE END CAP, TYP 10'-2 1/2" 7'-6" 2'-8 1/2" 124'-11 1/2" 124'-11 1/2" 128'-4 1/2" 129'-1" 65.00° 65.00° SIDES 3/16 3/16 TYP 3/16 3/16 TYP NOTES: 1. RE: 1/SS404 FOR ADDITIONAL INFORMATION 2. END CAPS AT HSS NOT SHOWN FOR CLARITY 3. RE: ARCH FOR FINISH OF ALL MEMBERS 1 1/2" 6 1/2" 6 1/2" 1 1/2" (6)3/4"9 SLIP CRITICAL (SC-A) BOLTS A1/2"x1'-0"x1'-4" AT HSS 5x COL A1/2"x1'-1"x1'-4" AT HSS 6x COL L4x4x3/8x1'-4" EA SIDE HSS COL, RE: PLAN 1/4 TYP 1/4 A A SECTION A-A TYP 2" 2 4" 1'-0" 1'-0" 1'-0" 1'-6" GRID 2'-0" 15'-0" 2'-0" 5 S-404 HSS6x6x3/8 L4x4x3/8 L4x4x3/8 L4x4x3/8 L4x4x3/8 HSS6x6x3/8 PROVIDE END CAP, TYP TYP 3 S-404 TYP 2 109'-11" T/STEEL GRID 3/16 3/16 TYP HSS COL, RE: PLAN RE: 3/S-404 FOR CONNECTION G HSS6x6x3/8 GIRT, RE: ARCH FOR INSULATION & FINISH REQUIREMENTS BENT A3/8"x2"x5 1/2" LLV CONT W/ 3/4"9x6" HAS 1'-0" FROM EA END & 18" OC MAX 1/4 3-12 T/SLAB RE: PLAN 2" CFM FRAMING, RE: SHEET S-010 PATIO PAVER SYSTEM, RE:ARCH RE:ARCH FOR EXTERIOR FINISHES 117'-0" T/GIRT HSS6x4x1/4 GIRT AT RAISED RAILING LOCATIONS. CAP END W/ 1/4"A. RE: ARCH FOR INSULATION & FINISH REQUIREMENTS 119'-0" T/GIRT HSS4x4x1/4 POST AT RAILING TRANSITION. RE:ARCH FOR EXACT LOCATION. 3/16 TYP T&B GRID AT SIM: DECK SPANS OPPOSITE DIR 2 RE:PLAN 119'-0" 117'-0" RE:ARCH 1/2" MIN HSS6x4x1/4 GIRT (LSH). RE:2/S-310 FOR GIRT TO COLUMN ATTACHMENT T/GIRT HSS4x4x1/4 COLUMN. CENTER ON HSS BEAM WIDTH 3/16 TYP T&B HSS6x4x1/4 GIRT. RE:2/S-310 FOR GIRT TO COLUMN ATTACHMENT T/GIRT T/SLAB RE:PLAN STEEL COLUMN, RE:PLAN STEEL BEAM, RE:PLAN. RE:TYP DTLS FOR CONNS RE:TYP DTLS FOR CONN Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:34 PM S-404 GSS 02/24/2015 H0161 AWNING FRAMING CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING 1/2" = 1'-0" 1 GABLE AWNING - PLAN 1/2" = 1'-0" 2 GABLE AWNING - ELEVATION 1" = 1'-0" 3 AWNING - CONNECTION 1/2" = 1'-0" 4 LOWER AWNING PLAN 3/4" = 1'-0" 5 LOWER AWNING - SECTION 3/4" = 1'-0" 6 PORCH RAILING DETAIL 3/4" = 1'-0" 7 PORCH RAILING DETAIL ---PAGE BREAK--- BASE PLATE SCHEDULE BASE PLATE ANCHOR RODS OR THRD STUDS MARK TYPE DIM DIM THICKNESS NUMBER SIZE EMBEDMENT BP1 12" 3/4" 4 3/4"9 9" BP2 14" 1 1/8" 4 3/4"9 BP3 4 3/4"9 N/A BP4 A 4 3/4"9 N/A ALL BASE PLATE MATERIAL IS A36 STEEL, UNO ANCHOR ROD REQUIREMENTS ANCHOR ROD 9 (IN) MAX HOLE 9 (IN) MIN WASHER SIZE (IN) MIN WASHER THICKNESS (IN) MIN EMBED (IN) 3/4 1 5/16 2 1/4 9 L W TYP TYPE A W TYP L TYPE B 1/4 1/4 EDGE DISTANCE (IN) 1 1/2 ALL ANCHOR ROD MATERIAL IS F1554 GRADE 36, UNO STEEL COL ON CIP CONCRETE PIER CAP ANCHOR ROD W/BOLT HEAD EMBEDDED OR THREADED ROD W/NUT TACK WELDED CIP CONC GROUT BASE PLATE PLATE WASHER STEEL COL 1 1/2" EMBED STEEL COL ON CIP CONCRETE WALLS 3/8" WELD A, 1" SMALLER THAN BASEA IN EA DIR CIP CONC WALL GROUT BASE PLATE PLATE WASHER STEEL COL 1 1/2" 3/4"9 THRD STUD, TYP 5/16 THRD STUD TO A TYP 1/4 2" EA ATO A TYP END EA FACE 1/2"x8" WIDE EMBED A W/ 3/4"9x6" LONG HAS. ALIGN W/ INSIDE FACE OF CONC WALL. RE:SCHED FOR # OF HAS. 6" 3" 3" L W TYP TYPE C 1/4 6" W BP6 4 3/4"9 N/A R TYP EMBED NUMBER OF HAS N/A 4 4 5 L 2" 2" HAS LAYOUT N/A SEE ABOVE SEE ABOVE SEE BELOW 5 HAS EMBED LAYOUT 8" 2" 2" 8" 2" 2 1/2" 3" 2 1/2" 2" 2 1/2" 3" 2 1/2" 9" 1" 1 1/4" 1" 12" 14" 6" 11" 6" 11" 6" 8 1/2" N/A N/A A A A B BP5 A 4 3/4"9 N/A 4 SEE ABOVE 1" 12" 14" BP7 6 3/4"9 9" N/A N/A 1" 7" 1'-6" C BP8 8 1"9 GR55 12" 1" 8" 1'-10" C AT 8 BOLT EQ SPCG N/A N/A BP9 8 12" N/A N/A 1" 8" 2'-0" D L W TYP TYPE D 1/4 1'-0" TYP 5" 5" 5" 5" 1"9 GR55 1 (GR55) 1 13/16 3 3/8 12 2 TYP BP10 6 3/4"9 9" N/A N/A 1" 8" 1'-6" C REINFORCED MASONRY CMU WALL SCHEDULE 8" 8" MARK NOMINAL THICKNESS GROUT VERTICAL REINFORCEMENT HORIZONTAL (BOND BEAMS) JOINT REMARKS FULLY PARTIAL #6@16"OC CENTERED #5@24"OC CENTERED #4@10'-0"OC (2)#5@48"OC CENTERED (2)#5@48"OC CENTERED #4@10'-0"OC #9 WIRE @16"OC #9 WIRE @16"OC #9 WIRE @16"OC 10", 12" LOCATE GROUTED CELLS W/ VERTICAL REINFORCEMENT AT ENDS OF EACH WALL AND CORNERS OF EACH WALL. MINIMUM REINFORCEMENT FOR MASONRY WALLS SHOWN ON ARCH DRAWINGS. W1 W2 WA FULLY 1. LOCATE BOND BEAM AT BOTTOM AND TOP OF ALL WALLS. 2. SEE ALL MASONRY DETAILS FOR ADDITIONAL BOND BEAM AND ADDITIONAL REINFORCEMENT LOCATIONS. 3. SEE LINTEL SCHEDULE FOR HEADER REINFORCEMENT. 4. SEE TYPICAL DETAILS FOR MINIMUM REINFORCMENT AROUND OPENINGS. LOCATE GROUTED CELLS W/ VERTICAL REINFORCEMENT AT ENDS OF EACH WALL AND CORNERS OF EACH WALL. REINFORCED CMU LINTEL SCHEDULE MASONRY OPENING WIDTH MINIMUM BEARING EACH END NOMINAL BLOCK WIDTH TO 4'-0" 8" DEEP W/ (2)#5 8" 1'-4" DEEP W/ (2)#5 16" TO 8'-0" FULL DEPTH OF BOND BEAM TO BE GROUTED SOLID. RE: "TYP CMU REINF AT OPENINGS" DETAIL FOR VERTICAL REBAR AT EA SIDE OF OPENINGS. MINIMUM BOND BEAM DEPTH = 8" - GROUT SOLID REINFORCEMENT BASED ON f'c = 1500 PSI MIN LINTEL BLOCK TYP (MATCH WALL THICKNESS) . OPENING 8" 8" 1'-4" 9" BRACE SIDE 1'-3" 6" 3" 9" CONTINUE GB HORZ REINF THRU PILASTER (14)#5 VERT REINF IN PATTERN SHOWN. PROVIDE 8" LONG 90Z HOOK T&B ON CORNER VERTS. #3 CLOSED TIES. PROVIDE IN TOP 6" & AT 12" OC MAX FOR REMAINDER OF DEPTH. CLR TYP 1 1/2" COL [ PILASTER TYPE 1 9" 9" CONTINUE GB HORZ REINF THRU PILASTER. PROVIDE CORNER REINF PER TYP DTLS #3 CLOSED TIES. PROVIDE IN TOP 6" & AT 12" OC MAX FOR REMAINDER OF DEPTH. CLR TYP 1 1/2" PILASTER TYPE 2 PILASTER NOTES: 1. PILASTERS MAY BE MIRRORED FROM TYPE DETAILS ABOVE. RE:PLAN FOR BRACE DIRECTION. 2. HELICAL PIER(S) SHALL BE CENTERED BENEATH THE PILASTERS AND BE EMBEDDED INTO THE PILASTER 1'-0" MINIMUM. 9" 3" 1'-0" CONTINUE GB HORZ REINF THRU PILASTER VERT REINF, RE:SCHED. MAINTAIN BARS ON EACH SHORT FACE. #3 CLOSED TIES. PROVIDE IN TOP 6" & AT 12" OC MAX FOR REMAINDER OF DEPTH. PILASTER TYPE 4 GRID 6" 6" 9" 9" COL [ BASEPLATE LAYOUT ABOVE. BLOCKOUT TOP OF GB 1" BEYOND BASEPLATE EXTENT, TYP COL [ COL [ (14)#5 VERT REINF IN PATTERN SHOWN. PROVIDE 8" LONG 90Z HOOK T&B ON CORNER VERTS. BASEPLATE LAYOUT ABOVE. BLOCKOUT TOP OF GB 1" BEYOND BASEPLATE EXTENT, TYP CONTINUE WALL HORZ REINF THRU PILASTER. PROVIDE CORNER REINF PER TYP DTLS #3 CLOSED TIES. PROVIDE IN TOP 6" & AT 12" OC MAX FOR REMAINDER OF DEPTH. PILASTER TYPE 3 (16)#5 VERT REINF IN PATTERN SHOWN. PROVIDE 8" LONG 90Z HOOK T&B ON CORNER VERTS. BASEPLATE LAYOUT ABOVE. 3" 6" 6" 3" COL [ COL [ 9" BRACE SIDE 1'-7" 6" 3" 9" CONTINUE WALL HORZ REINF THRU PILASTER (16)#5 VERT REINF IN PATTERN SHOWN. PROVIDE 8" LONG 90Z HOOK T&B ON CORNER VERTS. #3 CLOSED TIES. PROVIDE IN TOP 6" & AT 12" OC MAX FOR REMAINDER OF DEPTH. CLR TYP 1 1/2" COL [ PILASTER TYPE 5 COL [ BASEPLATE LAYOUT ABOVE. BLOCKOUT TOP OF GB 1" BEYOND BASEPLATE EXTENT, TYP CONTINUE WALL HORZ REINF THRU PILASTER. PROVIDE CORNER REINF PER TYP DTLS 9" 1'-7" 6" 3" 9" 9" 3" BASEPLATE LAYOUT ABOVE. BLOCKOUT TOP OF GB 1" BEYOND BASEPLATE EXTENT, TYP COL [ 6" 6" 1'-7" 9" 9" 9" 8" 3" 9" CONTINUE WALL HORZ REINF THRU PILASTER (12)#5 VERT REINF IN PATTERN SHOWN. PROVIDE 8" LONG 90Z HOOK T&B ON CORNER VERTS. #3 CLOSED TIES. PROVIDE IN TOP 6" & AT 12" OC MAX FOR REMAINDER OF DEPTH. CLR TYP 1 1/2" COL [ COL [ BASEPLATE LAYOUT ABOVE. BLOCKOUT TOP OF GB 1" BEYOND BASEPLATE EXTENT, TYP PILASTER TYPE 6 Golden Loveland Basalt, CO Buffalo, WY KL A, Inc. & Structural Engineers and Builders . . 150 South Main Street Buffalo, WY 82834 P: (307) 620 7011 F: (307) 620 7011 . REVISIONS Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. c 2015 KL&A, INC 2/24/2015 3:08:34 PM S-501 GSS 02/24/2015 H0161 SCHEDULES CONVERSE LIBRARY CONVERSE COUNTY DOUGLAS, WYOMING NTS 1 BASE PLATE SCHEDULE AND DETAILS NTS 2 REINFORCED MASONRY WALL SCHEDULE NTS 3 TYPICAL MASONRY LINTEL SCHEDULE NTS 4 PILASTER SCHEDULE AND DETAILS ---PAGE BREAK--- HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY PRESSURE/TEMPERATURE TAP CONNECT TO EXIST. SERVICE HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN POST INDICATOR VALVE HB HOSE BIB OVERFLOW ROOF DRAIN WALL CLEAN OUT FLOOR SINK ROOF DRAIN RADIATION ELEMENT AREA DRAIN FLOOR DRAIN CLEAN OUT IN FLOOR FS ORD RD AD WCO FD CO PENDANT TYPE SPRINKLER HEAD UPRIGHT SPRINKLER HEAD RADIATION DESIGNATION FIRE DEPT. HOSE VALVE RECESSED SPRINKLER HEAD CONCEALED SPRINKLER HEAD FINNED ELEMENT LENGTH TYPE T L N T H T THERMOSTAT W/LOCKABLE COVER NIGHT THERMOSTAT HUMIDISTAT FLOW ALARM THERMOSTAT ABOVE FLOOR WASTE PIPE WALL HYDRANT FLEXIBLE PIPE CONNECTION REDUCER OR INCREASER PIPE ANCHOR DIRECTION OF FLOW PIPE PITCH DOWN ELBOW DOWN PIPE CONNECTION FUEL OIL RETURN FUEL OIL SUPPLY LIQUEFIED PETROLEUM GAS NATURAL GAS COLD SOFT WATER PIPE CIRCULATING HOT WATER PIPE HOT WATER PIPE COLD WATER PIPE ACID RESISTANT VENT PIPE ABOVE FLOOR ACID RESISTANT WASTE PIPE VENT PIPE UNDERFLOOR WASTE PIPE WH UNION ELBOW UP TEE DOWN LP FOR FOS G S CLINICAL AND LAB AIR PIPE NITROUS OXIDE PIPE CLINICAL AND LAB VACUUM GAS EVACUATION PIPE CONDENSER WATER SUPPLY PIPE CONDENSER WATER RETURN PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE FLOW MEASURING DEVICE EXPANSION JOINT, PIPE GUIDE BALANCING VALVE 3-WAY CONTROL VALVE PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE DOWN SPOUT CHECK VALVE STAND PIPE DS SP CAPPED OUTLET SHUT OFF VALVE CONTROL VALVE CWR RS RL CWS CR CS NITROGEN PIPE OXYGEN PIPE GE VAC NO O N A S F STRAINER VALVE FLOW CONTROL VALVE BACK FLOW PREVENTER CURB STOP PRESSURE GAUGE THERMOMETER STRAINER STEAM TRAP AIR VENT D HPWR HPWS SHW PC F HWR HWS HG LPR LPS MPR EQUIPMENT DRAIN PUMPED CONDENSATE PIPE FIRE SPRINKLER PIPE SOFT HOT WATER PIPE MEDIUM PRESSURE RETURN LOW PRESSURE STEAM LOW PRESSURE RETURN HOT GAS COMPRESSED AIR PIPE FUEL OIL GAUGE FUEL OIL VENT CA FOG FOV MPS HPR HPS HIGH PRESSURE STEAM HIGH PRESSURE RETURN MEDIUM PRESSURE STEAM UNDERFLOOR ACID WASTE PIPE UNDERGOUND CIRCULATING HOT WATER PIPE UNDERGROUND HOT WATER PIPE UNDERGROUND COLD WATER PIPE ABOVE FLOOR STORM PIPE UNDERFLOOR STORM PIPE ABOVE FLOOR OVERFLOW STORM PIPE UNDERFLOOR OVERFLOW STORM PIPE GROUND LOOP WATER RETURN GROUND LOOP WATER SUPPLY GLWR GLWS CLEAN OUT ABOVE FLOOR CO DOMESTIC WATER TEMPERING VALVE FLOW SWITCH FS PRESSURE SENSOR DIFFERENTIAL P STATIC PRESSURE SENSOR P DEMOLITION HATCHING O OXYGEN OUTLET NO NITROUS OXIDE OUTLET V CLINICAL AND LAB VACUUM OUTLET GE GAS EVACUATION OUTLET N NITROGEN OUTLET A CLINICAL AIR OUTLET CA COMPRESSED AIR OUTLET PUMP DISCHARGE PUMP DISCHARGE MECHANICAL SYMBOLS HW HW CW SAN SAN RHW RHW V AV ST OST PD AW ST OST PD AW CW RAD-1 5'-0" SRHW SOFT CIRCULATING HOT WATER PIPE LS LAWN SPRINKLER PIPE GRILLE, REGISTER & DIFFUSER DESIGNATION SUPPLY, RETURN, EXHAUST, & TRANSFER FLEX DUCT MAXIMUM) STANDARD RADIUS ELBOW R EQUAL W (MINIMUM) F - FIRE DAMPER M - MOTORIZED DAMPER S - SMOKE DAMPER B - BACKDRAFT DAMPER C - COMBINATION FIRE SMOKE DAMPER FLEXIBLE DUCT CONNECTION DUCT TURN WITH TURN VANES DUCT RISE OR DROP IN DIRECTION OF AIR FLOW RETURN DUCT (UP & DOWN) SUPPLY DUCT (UP & DOWN) S F M C B R R OR D TYPE OF EQUIP TYPE OF EQUIP EQUIP. NO. CFM EQUIPMENT DESIGNATION 12/8 BRANCH DUCT INTO SIDE OF MAIN DUCT DUCT DIMENSION- WIDTH x DEPTH DUCT INSULATION (SEE SPECIFICATION) DUCT TURN AND AIR SPLIT TYPE TAKEOFF (NON-ADJUSTABLE) MANUAL VOLUME DAMPER EXHAUST DUCT (UP & DOWN) SPIRAL DUCTWORK LOW PRESURE DUCTWORK MAX 2" W.G. PRESSURE MEDIUM PRESSURE DUCTWORK 2"-6" W.G. PRESSURE VENTILATION SYMBOLS EF 1 S-1 200 1/2 A A W WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:40 AM M001 BGA 02/24/2015 13-CCLS/13022 MECHANICAL COVER SHEET New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 MECHANICAL SHEET INDEX Sheet Number Sheet Name M001 MECHANICAL COVER SHEET M101 FIRST FLOOR PLAN - HVAC M102 SECOND FLOOR PLAN - HVAC M103 FIRST FLOOR PLAN - HVAC PIPING PLAN M104 SECOND FLOOR PLAN - HVAC PIPING PLAN M105 ROOF PLAN - HVAC M201 FIRST FLOOR PLAN - PLUMBING PIPING M202 SECOND FLOOR PLAN - PLUMBING PIPING M300 BELOW GRADE - WASTE VENT AND STORM M301 FIRST FLOOR PLAN - WASTE VENT AND STORM M302 SECOND FLOOR PLAN - WASTE VENT AND STORM M401 ENLARGED PLUMBING PLANS M402 SECTIONS M403 MECHANICAL PIPING DIAGRAMS M404 MECHANICAL DETAILS M501 MECHANICAL SHEDULES e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- UP 8 7 6 5 4 3 2 1 Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 Elevator E-1 FC 1 FC 5 FC 7 FC 8 FC 2 FC 13 FC 16 FC 14 FC 17 FC 18A G F E D C.5 C B A Book Sorter 104 New Material Browsing 102 R.R. 118 Storage 116 Jan Storage 117 Maker Space(s) 122 FC 6 S-6 150 FC 10 FC 15 FC 4 FC 3 Book Return 115A FC 11 FC 9 FC 12 AD 1 - R-8 2 M402 - R-6 - R-6 - R-6 - R-6 S-3 300 S-3 300 S-10 175 S-10 175 S-10 175 S-10 175 S-6 175 S-6 175 S-6 175 S-6 175 S-6 150 S-6 175 S-6 175 S-6 175 S-6 175 S-6 175 S-6 175 S-6 275 S-6 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-10 175 S-11 275 S-10 150 S-10 175 S-10 175 S-10 175 S-3 350 S-3 275 S-6 275 S-10 175 S-10 175 S-11 275 S-10 175 - R-6 S-11 275 S-4 320 S-4 320 S-4 320 S-4 315 S-5 500 S-5 500 S-1 100 S-3 370 S-3 370 S-3 370 S-3 370 - R-4 E-10 100 S-14 485 S-14 485 S-14 485 S-14 485 E-10 70 - R-4 S-8 175 E-6 300 E-6 375 E-7 175 S-3 370 S-3 370 - R-4 - R-4 E-11 300 R-4 540 R-4 535 - R-4 E-10 175 E-1 75 E-8 100 E-2 730 S-2 190 S-2 190 S-2 185 S-1 40 R-4 590 S-11 230 S-11 230 S-9 75 FC 18B 14"ø 14"ø 14"ø 14"ø 30/12 30/12 16/12 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 14/10 24/10 10"ø 10"ø 10"ø 24/10 18/12 42/18 10/12 10/12 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 22/10 16/10 10/10 26/10 26/10 8"ø 8"ø 8"ø 10/10 8"ø 8"ø 8"ø 8"ø 22/10 26/10 26/10 8"ø 8"ø 8"ø 10"ø 12/12 12/12 12/12 10"ø 10"ø 10/12 6"ø 10"ø 10"ø 6"ø 6"ø 10"ø 10"ø 10"ø 10"ø 14/12 14/12 14/12 12/12 10"ø 10"ø 10"ø 12/12 10"ø 20/12 10"ø 26/10 26/10 10"ø 10"ø 12/12 6"ø 8/12 8"ø 8"ø 8"ø 10/12 20/18 16/12 12/12 10"ø 10"ø 10"ø 10"ø 10"ø 12/12 18/12 18/12 1 M402 14/12 10/10 10/10 14/12 16/12 24/10 10"ø 10"ø 8"ø 10"ø 10"ø 26/14 26/14 16/14 6"ø 12"ø 12"ø 12"ø 12"ø 26/14 10"ø 10"ø 16/12 S.A. BELOW 10"ø 8"ø 20/12 15"ø 15"ø 10/16 36/12 54/12 54/12 10"ø 10"ø 10"ø 16/12 E-9 90 R-9 450 24/6 24/14 24/14 10/12 16/12 M101 M102 M103 M104 M105 M106 M107 M108 M109 M110 M111 - R-6 - R-4 20/18 8"ø 8"ø 6"ø 6"ø WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:43 AM M101 BGA 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - HVAC New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR PLAN - HVAC GENERAL MECHANICAL NOTES A DO NOT ROUTE PIPING OR DUCTWORK ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. B ROUTE DUCTWORK AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. C LOCATE VRV FAN COIL UNITS IN ACCESSIBLE LOCATIONS. DO NOT ROUTE PIPING OR DUCTWORK BELOW VRV FAN COIL UNITS. MAINTAIN MANUFACTURER’S RECOMMENDED SERVICE CLEARANCES. D RUNOUTS TO SUPPLY AND RETURN OUTLETS SHALL BE THE SAME SIZE AS THE RESPECTIVE DIFFUSER NECK SIZE. E CONTRACTOR SHALL COORDINATE ALL DUCT AND PIPE ROUTING WITH ALL OTHER TRADES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL OFFSETS AND TRANSITIONS AS REQUIRED TO COMPLETE INSTALLATION. F MECHANICAL CONTROL CONTRACTOR SHALL PROVIDE ALL LOW VOLTAGE AND LINE VOLTAGE CONTROL WIRING REQUIRED FOR COMPLETE OPERATON OF ALL MECHANICAL EQUIPMENT. G REFER TO DETAIL SHEET FOR ADDITIONAL REQUIREMENTS. H COORDINATE ALL WALL AND ROOF PENETRATION WITH GENERAL CONTRACTOR. I AESTHETICS OF EXPOSED DUCT IS OF HIGH IMPORTANCE IN THIS PROJECT. ALL EXPOSED DUCT SHALL BE ROUND SPIRAL DUCT FABRICATED AND INSTALLED WITH THE HIGHEST QUALITY OF CRAFTMANSHIP. SUB-STANDARD WORK SHALL BE REPAIRED OR MODIFIED AT NO ADDITIONAL COST TO THE PROJECT. MECHANICAL SPECIFIC NOTES M101 OFFSET O.A. SUPPLY DUCT OVER EXHAUST DUCT. M102 OFFSET O.A. SUPPLY DUCT OVER FC-16 SUPPLY DUCT. M103 OFFSET EXHAUST DUCT OVER FC-13 SUPPLY DUCT. M104 18"/20" O.A. SUPPLY DUCT UP IN CHASE. PROVIDE FIRE DAMPER AT FLOOR. SEE SHEET M102 FOR CONTINUATION. M105 20"/18" EXHAUST AIR UP IN CHASE. PROVIDE FIRE DAMPER AT FLOOR. SEE SHEET M102 FOR CONTINUATION. M106 COORDINATE FINAL LOCTION OF FC-2 WITH OWNER. M107 COORDINATE FINAL LOCATION OF FC-6 WITH OWNER. M108 COORDINATE FINAL LOCATION OF FC-9 WITH ELECTRICAL EQUIPMENT. M109 COORDINATE FINAL LOCATION OF FC-8 WITH IT EQUIPMENT. M110 MOUNT FC-3 ABOVE DOOR. M111 PROVIDE 4" ROUND DRYER VENT FOR OWNER SUPPLIED DRYER. TERMINATE WITH WALL CAP. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- REF. 8 7 6 5 4 3 2 1 Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 Elevator E-2 FC 22 FC 23 FC 24 FC 26 FC 31 FC 29 FC 30 FC 33 FC 34 G F E D C.5 C B A Quiet Reading 201 Stair S-W-2 Cust. 209 R.R. 208 R.R. 207 Elevator Closet 209-A FC 20 FC 19 FC 21 FC 25 FC 27 FC 32B FC 32A FC 28 2 M402 1 M402 S-13 285 S-13 275 S-12 285 S-12 285 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-11 275 S-2 200 S-2 200 S-3 285 S-3 315 S-3 320 S-6 175 S-6 175 S-6 175 S-6 175 S-6 175 S-6 155 S-6 140 S-6 175 S-6 175 S-6 165 S-6 165 S-6 165 S-6 165 S-6 165 S-6 165 - R-4 E-9 105 E-9 25 E-9 20 S-3 370 S-3 370 S-2 270 S-10 165 S-10 165 S-10 165 S-10 165 S-10 140 S-10 165 S-10 165 - R-7 S-10 175 S-10 175 S-10 165 S-10 165 S-10 175 S-10 165 S-10 175 S-6 205 S-6 205 S-6 205 S-6 205 S-6 205 S-6 205 - R-7 - R-7 R-2 265 R-3 375 E-3 940 E-1 75 E-1 75 E-4 310 S-2 150 S-1 125 R-1 125 R-1 150 - R-4 E-9 60 E-5 105 S-7 75 S-7 70 S-7 70 S-6 165 - R-5 S-10 165 S-10 165 S-10 165 S-10 165 S-10 165 S-10 140 S-10 165 - R-7 S-3 370 - R-2 S-3 265 - R-2 S-8 120 S-8 65 E-1 75 S-7 50 S-4 315 S-4 320 S-4 315 - R-4 10"ø 12"ø 12"ø 14"ø 16"ø 16"ø M112 M113 16"ø 10"ø 10"ø 14"ø 10"ø 12"ø 10"ø 10"ø 10"ø 52/10 10"ø 10"ø 6"ø 10"ø 12"ø 14"ø 16"ø 10"ø 10"ø 10"ø 10"ø 10"ø 52/10 10/12 10"ø 10"ø 12/12 6"ø 12/10 12/10 6"ø 8/8 8"ø 8"ø 10"ø 10/12 12"ø 10"ø 10/14 6"ø 8/8 6"ø 6"ø 12/10 16/10 20/10 32/18 8/10 12/12 12/12 6"ø 10"ø 10"ø 20/12 20/12 18/12 18/12 10"ø 8"ø 10"ø 10/12 28/16 22/16 8"ø 18/12 12/12 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 6/10 8"ø 8"ø 6"ø 6"ø 8"ø 18/10 12/10 8"ø 8"ø 10"ø 10"ø 52/10 18/10 14/10 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 18/10 8"ø 8"ø 8"ø 8"ø 18/10 8"ø 8"ø 54/10 54/10 6"ø EF 1 6"ø 6"ø 8"ø 8"ø 10"ø 8"ø 20/12 12"ø 16"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø 24/14 18/12 18/12 10"ø 6"ø 10"ø S-3 255 S-3 255 8"ø 6"ø 6"ø 6"ø 8"ø 10"ø 10"ø 6"ø 6"ø 6"ø 10"ø 12/10 10"ø 8"ø 8"ø 14/14 12"ø 8"ø 14/10 R-3 510 E-4 205 12/12 10"ø 20/12 20/12 20/10 16/12 8/10 6"ø 20/12 8/12 6"ø 10/6 6"ø 8"ø 6"ø E-9 95 10"ø 12"ø 6"ø 12"ø 8"ø 12"ø 14/12 16/12 10"ø 28/22 28/22 20/50 UP 38/32 UP 20/18 DN 18/20 DN M119 M118 M117 M116 M115 M114 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:46 AM M102 BGA 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - HVAC New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR PLAN - HVAC GENERAL MECHANICAL NOTES A DO NOT ROUTE PIPING OR DUCTWORK ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. B ROUTE DUCTWORK AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. C LOCATE VRV FAN COIL UNITS IN ACCESSIBLE LOCATIONS. DO NOT ROUTE PIPING OR DUCTWORK BELOW VRV FAN COIL UNITS. MAINTAIN MANUFACTURER’S RECOMMENDED SERVICE CLEARANCES. D RUNOUTS TO SUPPLY AND RETURN OUTLETS SHALL BE THE SAME SIZE AS THE RESPECTIVE DIFFUSER NECK SIZE. E CONTRACTOR SHALL COORDINATE ALL DUCT AND PIPE ROUTING WITH ALL OTHER TRADES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL OFFSETS AND TRANSITIONS AS REQUIRED TO COMPLETE INSTALLATION. F MECHANICAL CONTROL CONTRACTOR SHALL PROVIDE ALL LOW VOLTAGE AND LINE VOLTAGE CONTROL WIRING REQUIRED FOR COMPLETE OPERATON OF ALL MECHANICAL EQUIPMENT. G REFER TO DETAIL SHEET FOR ADDITIONAL REQUIREMENTS. H COORDINATE ALL WALL AND ROOF PENETRATION WITH GENERAL CONTRACTOR. I AESTHETICS OF EXPOSED DUCT IS OF HIGH IMPORTANCE IN THIS PROJECT. ALL EXPOSED DUCT SHALL BE ROUND SPIRAL DUCT FABRICATED AND INSTALLED WITH THE HIGHEST QUALITY OF CRAFTMANSHIP. SUB-STANDARD WORK SHALL BE REPAIRED OR MODIFIED AT NO ADDITIONAL COST TO THE PROJECT. MECHANICAL SPECIFIC NOTES M112 22/10 DUCTWORK DOWN TO R-8 MOUNTED NEAR FLOOR. M113 PROVIDE COMBUSTION AIR AND EXHAUST FROM FIREPLACE. FIREPLACE BY OTHERS. COORDINATE ALL REQUIREMENTS WITH FIREPLACE MANUFACTURER. M114 HUMIDIFIER DISPERSION PANEL. INSTALL IN DUCTWORK PER MANUFACTURER'S INSTRUCTIONS. M115 38/32 SUPPLY UP TO RTU-1. M116 20/50 EXHAUST UP TO RTU-1. M117 20/18 EXHAUST DOWN. SEE SHEET M101 FOR CONTINUATION. M118 18/20 SUPPLY DOWN. SEE SHEET M101 FOR CONTINUATION. M119 10" ROUND EXHAUST UP TO ROOF JACK. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- UP 8 7 6 5 4 3 2 1 Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 Elevator E-1 G F E D C.5 C B A Maker Space(s) 122 FC 1 FC 2 FC 5 FC 7 FC 8 FC 13 FC 14 FC 16 FC 17 FC 18A FC 6 FC 11 FC 10 FC 15 FC 18B FC 4 BS 12 BS 27 BS 4 BS 3 BS 1 BS 2 BS 6 BS 5 BS 7 BS 13 BS 8 BS 9 BS 11 BS 10 BS 14 FC 3 RL/RS/DG - CU-1 RL/RS/DG - CU-2 RL/RS/DG - CU-2 RL/RS/DG - CU-2 RL/RS/DG - CU-1 RL/RS/DG - CU-1 FC 9 D D D D D D D D D 2 M402 1 M402 1" 1" 1 1/4" 1" 1" 1 1/4" 1" 1" 3/4" 1 1/4" 1 1/4" 1" 1" 3/4" 1 1/4" 1 1/4" 1" 1" 1" 1" 1" D 1 1/4" 1 1/4" 1" 3/4" 3/4" 1 1/4" 3/4" 1" 3/4" 1" 1" 1 1/4" 1" 1" M121 M121 M120 M123 M122 T FC 12 T T T T T T T T T T T T T WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:48 AM M103 BGA 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - HVAC PIPING PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR PLAN - HYDRONICS GENERAL HYDRONIC NOTES A SEE SPECIFICATIONS FOR MATERIALS AND METHODS B DO NOT ROUTE PIPING OR DUCTWORK ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. C ROUTE PIPING AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. D CONTRACTOR SHALL COORDINATE ALL DUCT AND PIPE ROUTING WITH ALL OTHER TRADES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL OFFSETS AND TRANSITIONS AS REQUIRED TO COMPLETE INSTALLATION. E DO NOT ROUTE PIPING BELOW VRV FAN COIL UNITS. MAINTAIN ALL MANUFACTURER’S RECOMMENDED SERVICE CLEARANCES. F INTALL ALL ISOLATION VALVES IN ACCESSIBLE LOCATIONS. G DRAWING IS SCHEMATIC IN NATURE. NOT ALL PIPES ARE SHOWN. PIPING TO BE INSTALLED PER FACTORY APPROVED PIPING LAYOUT. PROVIDE LAYOUT AS PART OF CONDENSING UNIT SHOP DRAWINGS. H ALL REFRIGERANT PIPING SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 INTERNATIONAL MECHANICAL AND PLUMBING CODES. MECHANICAL SPECIFIC NOTES M120 ROUTE 1-1/4" EQUIPMENT DRAIN DOWN TO MS-1. M121 ROUTE 1-1/4" EQUIPMENT DRAIN DOWN TO FS-1. M122 RL/RS/DG - CU-1 UP IN CHASE. SEE SHEET M104 FOR CONTINUATION. M123 RL/RS/DG - CU-2 UP IN CHASE. SEE SHEET M104 FOR CONTINUATION. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- REF. 8 7 6 5 4 3 2 1 Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 Elevator E-2 G F E D C.5 C B A FC 22 FC 23 FC 24 FC 26 FC 29 FC 30 FC 31 FC 33 FC 34 FC 19 FC 20 FC 25 FC 21 FC 27 FC 28 FC 32B FC 32A BS 26 BS 25 BS 28 BS 18 BS 29 BS 15 BS 16 RL/RS/DG - CU-3 BS 23 BS 24 BS 21 BS 22 BS 20 BS 19 RL/RS/DG - CU-3 RL/RS/DG - CU-3 RL/RS/DG - CU-3 RL/RS/DG - CU-2 RL/RS/DG - CU-2 RL/RS/DG - CU-2 RL/RS/DG - CU-1 RL/RS/DG - CU-2 RL/RS/DG - CU-3 RL/RS/DG - CU-3 2 M402 1 M402 Quiet Reading 201 Stair S-W-2 Cust. 209 R.R. 208 R.R. 207 Elevator Closet 209-A H 1 D D 1" 1" 1 1/4" 1" D 1" D 1 1/4" 1 1/4" 1 1/4" 1" D 1" 3/4" D 1 1/4" 1" 1" D D D 3/4" 3/4" 1 1/4" 1 1/4" 1" 1" 1 1/4" 1 1/4" 3/4" 1 1/4" 1" 1 1/4" 3/4" D 3/4" 1" 1" 1" M120 M127 M126 M125 M124 M128 M121 D D D M129 M130 H T T T T T T T T T T T T T WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:49 AM M104 BGA 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - HVAC PIPING PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR PLAN - HYDRONICS GENERAL HYDRONIC NOTES A SEE SPECIFICATIONS FOR MATERIALS AND METHODS B DO NOT ROUTE PIPING OR DUCTWORK ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. C ROUTE PIPING AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. D CONTRACTOR SHALL COORDINATE ALL DUCT AND PIPE ROUTING WITH ALL OTHER TRADES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL OFFSETS AND TRANSITIONS AS REQUIRED TO COMPLETE INSTALLATION. E DO NOT ROUTE PIPING BELOW VRV FAN COIL UNITS. MAINTAIN ALL MANUFACTURER’S RECOMMENDED SERVICE CLEARANCES. F INTALL ALL ISOLATION VALVES IN ACCESSIBLE LOCATIONS. G DRAWING IS SCHEMATIC IN NATURE. NOT ALL PIPES ARE SHOWN. PIPING TO BE INSTALLED PER FACTORY APPROVED PIPING LAYOUT. PROVIDE LAYOUT AS PART OF CONDENSING UNIT SHOP DRAWINGS. H ALL REFRIGERANT PIPING SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 INTERNATIONAL MECHANICAL AND PLUMBING CODES. MECHANICAL SPECIFIC NOTES M120 ROUTE 1-1/4" EQUIPMENT DRAIN DOWN TO MS-1. M121 ROUTE 1-1/4" EQUIPMENT DRAIN DOWN TO FS-1. M124 HUMIDIFIER SUPPLY AND RETURN LINES SHOWN FOR CLARITY. SIZE AND ROUTE SUPPLY AND RETURN HUMIDIFIER LINES PER MANUFACTURER'S INSTRUCTIONS. M125 RL/RS/DG - CU-1 UP TO CU-1. M126 RL/RS/DG - CU-2 UP TO CU-2. M127 RL/RS/DG - CU-3 UP TO CU-3. M128 HUMIDIFIER DISPERSION PANEL. M129 RL/RS/DG - CU-1 DOWN. SEE SHEET M103 FOR CONTINUATION. M130 RL/RS/DG - CU-2 DOWN. SEE SHEET M103 FOR CONTINUATION. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- 8 7 6 5 4 3 2 1 G F E D C.5 C B A RTU 1 CU 3 CU 2 CU 1 2 M402 OD-1 RD-1 OD-2 RD-2 OD-2 RD-2 OD-1 RD-1 RD-1 OD-1 RD-2 OD-2 OD-2 RD-2 1 M402 4" V.T.R. 4" V.T.R. 4" V.T.R. 4" V.T.R. RH-1 M134 M134 M134 M133 M131 M132 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:50 AM M105 BGA 02/24/2015 13-CCLS/13022 ROOF PLAN - HVAC New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 ROOF PLAN - MECHANICAL GENERAL ROOF MECHANICAL NOTES A MAINTAIN MINIUMUM 10’-0” BETWEEN EXHAUST OUTLETS, VTR’S, FLUES, ETC. AND FRESH AIR INTAKES. B COORDINATE ALL ROOF CURBS HEIGHTS OF ALL ROOF MOUNTED EQUIPMENT WITH GENERAL CONTRACTOR TO MAINTAIN MINIMUM DISTANCES ABOVE ROOF MEMBRANE. C MAINTAIN MINIMUM 10’-0” FROM ROOF EQUIPMENT TO EDGE OF ROOF. MECHANICAL SPECIFIC NOTES M131 PROVIDE CURB MOUNTED ROOF JACK FOR EXHAUST. M132 PROVIDE FIREPLACE MANUFACTURER'S REQUIRED TERMINATION FOR COMBUSTION AIR AND EXHAUST. FIREPLACE BY OTHERS. M133 REFER TO DETAIL ON SHEET M404. M134 PROVIDE ALL SUPPORTS REQUIRED TO SECURELY MOUNT UNIT ON ROOF PER MANUFACTURER'S INSTRUCTIONS. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- UP 8 7 6 5 4 3 2 1 Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 Elevator E-1 G F E D C.5 C B A WH-1 WH-1 FD-1 RHW HW CW CW HW RHW M401 2 1 1/2" 1" 1/2" 1 1/2" 1" 1/2" 1 1/4" 1" 1/2" RHW HW CW 1" 1" 1/2" 1 1/4" 1/2" 1/2" 3/4" 1/2" 1/2" 3/4" 3/4" CW HW 1/2" 1/2" 1/2" 3/4" 3/4" 1/2" RHW HW CW 1 1/2" 1" 1/2" 1" 3/4" 1/2" 1/2" Book Sorter 104 New Material Browsing 102 R.R. 118 Storage 116 Jan Storage 117 Maker Space(s) 122 Book Return 115A CW HW RHW CW HW RHW CW WC-2 L-2 WB-1 FD-2 FS-1 RHW S-1 S-1 G 1 1/4" G 1 1/4" G UP 1 1/4" 1 1/4" CW UP 1/2" HW UP 1/2" RHW UP M205 M204 M203 M201 M202 M206 M204 S-2 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:51 AM M201 BGA 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - PLUMBING PIPING New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR PLAN - PLUMBING PIPING GENERAL PLUMIBNG PIPING NOTES A DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. B CONTRACTOR SHALL COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES. PROVIDE ALL ADDITIONAL OFFSETS AS REQUIRED TO COMPLETE INSTALLATION. C ROUTE ALL PIPING AS HIGH AS POSSIBLE. D INSTALL ALL ISOLATION VALVES IN ACCESSIBLE LOCATIONS. E PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. F SEE PLUMBING FIXTURE SCHEDULE FOR TYPICAL PLUMBING CONNECTION SIZES. G DO NOT ROUTE WATER PIPING DN IN EXTERIOR WALLS. H ALL GAS PRESSURE REGULATORS SHALL BE INSTALLED PER 2012 INTERNATIONAL FUEL GAS CODE SECTION 410.2. REGULATORS SHALL BE VENTED TO THE OUTDOORS PER INTERNATIONAL FUEL GAS CODE SECTION 410.2 AND 410.3. GENERAL FIRE SPRINKLER NOTES A ENTIRE BUILDING SHALL BE PROTECTED BY A WET PIPE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 AND THE AUTHORITY HAVING JURISDICTION. FIRE SPRINKLER CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE AND FLOW AND SIZE PIPING TO MEET THE REQUIREMENTS OF NFPA AND THE AUTHORITY HAVING JURISDICTION. B PROVIDE FIRE SERVICE ENTRANCE WITH REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, ISOLATION VALVES, CHECK VALVES, FLOW SWITCH, ETC. AS REQUIRED BY NFPA 13 AND AUTHORITY HAVING JURISDICTION. C PIPING MATERIAL AND SPRINKLER HEADS SHALL MEET THE REQUIREMENTS OF NFPA 13. D COORDINATE LOCATION OF ALL SPRINKLER HEADS AND PIPING WITH ALL OTHER TRADES. IF CONFLICTS DO OCCUR SUCH THAT LIGHTS, DUCTWORK OR CEILING SYSTEMS CANNOT BE INSTALLED DUE TO SPRINKLER PIPING INTERFERENCE, THE PIPING SHALL BE RELOCATED AT NO ADDITIONAL EXPENSE TO THE PROJECT. E DRAWINGS INDICATE GENERAL LAOUT AND ROUTING. FINAL PIPE SIZING, ROUTING, AND HEAD LAYOUT SHALL BE BY FIRE SPRINKLER CONTRACTOR. F LOCATE ALL PIPING AS HIGH AS POSSIBLE. PIPING ROUTED THROUGH FINISHED SPACES WITH EXPOSED STRUCTURE SHALL BE PAINTED TO MATCH STRUCTURE. DO NOT PAINT SPRINKLER HEADS. G DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. MECHANICAL SPECIFIC NOTES M201 ISOLATION VALVE (TYP.). M202 BALANCE VALVE (TYP.). M203 1-1/4" CW, 1/2" HW, AND 1/2" RHW UP. SEE SHEET M202 FOR CONTINUATION. M204 SEE SHEET M401 FOR CONTINUATION. M205 NEW 2 PSIG GAS METER BY GAS COMPANY. TOTAL CONNECTED LOAD APPROXIMATELY = 1337 MBH. M206 1" CW OUT TO LANDSCAPE IRRIGATION SYSTEM. COORDINAT FINAL LOCATION WITH LANDSCAPE CONTRACTOR. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- REF. 8 7 6 5 4 3 2 1 Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 Elevator E-2 G F E D C.5 C B A WC-1 WC-1 L-2 FD-1 FD-1 EWC-1 WC-1 L-2 FD-1 L-2 IB-1 H 1 FS-1 S-2 G G 3/4" 3/4" G G 1 1/4" 1 1/4" 1 1/4" 1 1/4" 3/4" G 1/2" 1/2" 1 1/4" RHW HW CW 1 1/4" 1/2" 1/2" 1 1/4" CW DN 1/2" HW DN 1/2" RHW DN 3/4" CW UP G 1 1/4" G DN 1" G UP 1" G UP 1" G UP 3/4" CW M213 M211 M212 M207 M208 M209 M210 M214 M201 M202 Quiet Reading 201 Stair S-W-2 Cust. 209 R.R. 208 R.R. 207 Elevator Closet 209-A M215 M216 1" 1" G M217 MS-1 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:52 AM M202 BGA 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - PLUMBING PIPING New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR PLAN - PLUMBING PIPING GENERAL PLUMIBNG PIPING NOTES A DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. B CONTRACTOR SHALL COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES. PROVIDE ALL ADDITIONAL OFFSETS AS REQUIRED TO COMPLETE INSTALLATION. C ROUTE ALL PIPING AS HIGH AS POSSIBLE. D INSTALL ALL ISOLATION VALVES IN ACCESSIBLE LOCATIONS. E PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. F SEE PLUMBING FIXTURE SCHEDULE FOR TYPICAL PLUMBING CONNECTION SIZES. G DO NOT ROUTE WATER PIPING DN IN EXTERIOR WALLS. H ALL GAS PRESSURE REGULATORS SHALL BE INSTALLED PER 2012 INTERNATIONAL FUEL GAS CODE SECTION 410.2. REGULATORS SHALL BE VENTED TO THE OUTDOORS PER INTERNATIONAL FUEL GAS CODE SECTION 410.2 AND 410.3. GENERAL FIRE SPRINKLER NOTES A ENTIRE BUILDING SHALL BE PROTECTED BY A WET PIPE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 AND THE AUTHORITY HAVING JURISDICTION. FIRE SPRINKLER CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE AND FLOW AND SIZE PIPING TO MEET THE REQUIREMENTS OF NFPA AND THE AUTHORITY HAVING JURISDICTION. B PROVIDE FIRE SERVICE ENTRANCE WITH REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, ISOLATION VALVES, CHECK VALVES, FLOW SWITCH, ETC. AS REQUIRED BY NFPA 13 AND AUTHORITY HAVING JURISDICTION. C PIPING MATERIAL AND SPRINKLER HEADS SHALL MEET THE REQUIREMENTS OF NFPA 13. D COORDINATE LOCATION OF ALL SPRINKLER HEADS AND PIPING WITH ALL OTHER TRADES. IF CONFLICTS DO OCCUR SUCH THAT LIGHTS, DUCTWORK OR CEILING SYSTEMS CANNOT BE INSTALLED DUE TO SPRINKLER PIPING INTERFERENCE, THE PIPING SHALL BE RELOCATED AT NO ADDITIONAL EXPENSE TO THE PROJECT. E DRAWINGS INDICATE GENERAL LAOUT AND ROUTING. FINAL PIPE SIZING, ROUTING, AND HEAD LAYOUT SHALL BE BY FIRE SPRINKLER CONTRACTOR. F LOCATE ALL PIPING AS HIGH AS POSSIBLE. PIPING ROUTED THROUGH FINISHED SPACES WITH EXPOSED STRUCTURE SHALL BE PAINTED TO MATCH STRUCTURE. DO NOT PAINT SPRINKLER HEADS. G DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. MECHANICAL SPECIFIC NOTES M201 ISOLATION VALVE (TYP.). M202 BALANCE VALVE (TYP.). M207 1" G UP TO CU-1. SEAL ROOF PENETRATION WEATHER TIGHT. COORDINATE FINAL LOCATION WITH EQUIPMENT CONNECTION. PROVIDE LBS TO OZ REGULATOR, GAS COCK, UNION AND DIRT LEG. M208 1" G UP TO CU-2. SEAL ROOF PENETRATION WEATHER TIGHT. COORDINATE FINAL LOCATION WITH EQUIPMENT CONNECTION. PROVIDE LBS TO OZ REGULATOR, GAS COCK, UNION AND DIRT LEG. M209 1" G UP TO CU-3. SEAL ROOF PENETRATION WEATHER TIGHT. COORDINATE FINAL LOCATION WITH EQUIPMENT CONNECTION. PROVIDE LBS TO OZ REGULATOR, GAS COCK, UNION AND DIRT LEG. M210 3/4" G DOWN TO FIREPLACE. FIREPLACE BY OTHERS. PROVIDE LBS TO OZ REGULATOR, GAS COCK, UNION AND DIRT LEG. M211 1-1/4" CW, 1/2" HW, AND 1/2" RHW DOWN. SEE SHEET M201 FOR CONTINUATION. M212 1-1/4" CW, 1/2" HW, AND 1/2" RHW DOWN. SEE SHEET M401 FOR CONTINUATION. M213 1-1/4" GAS DOWN. SEE SHEET M201 FOR CONTINUATION. M214 3/4" CW UP TO RH-1. M215 PROVIDE CLEAN AGENT FIRE SUPPRESSION SYSTEM TO PROTECT ARCHIVE 214. M216 LOCATE CLEAN AGENT FIRE SUPPRESSION SYSTEM TANKS IN MECH./ELECT. 219. M217 1" G UP TO RTU-1. SEAL ROOF PENETRATION WEATHER TIGHT. COORDINATE FINAL LOCATION WITH EQUIPMENT CONNECTION. PROVIDE LBS TO OZ REGULATOR, GAS COCK, UNION AND DIRT LEG. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- UP 8 7 6 5 4 3 2 1 G F E D C.5 C B A Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 Elevator E-1 M401 4 2" SAN 2" 2" 2" 3" 3" 4" FD-2 FS-1 3" 4" 4" WC-2 2" FD-1 2" C.O. SAN 4" 4" 4" SAN 4" 4" 4" SAN 4" SAN SAN 2" 4" C.O. M307 M307 M302 M301 M303 M310 M304 M303 M306 M308 M309 M305 SAN SAN C.O. C.O. C.O. Book Sorter 104 New Material Browsing 102 R.R. 118 Storage 116 Jan Storage 117 Maker Space(s) 122 Book Return 115A M311 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:53 AM M300 BGA 02/24/2015 13-CCLS/13022 BELOW GRADE - WASTE VENT AND STORM New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 BELOW GRADE PLAN - WASTE VENT AND STORM GENERAL WASTE VENT AND STORM NOTES A SEE SPECIFICATIONS FOR MATERIALS AND METHODS B COORDINATE LOCATION OF ALL UNDERGROUND PIPING WITH FOOTINGS AND FOUNDATIONS. SLEEVE AS REQUIRED. C PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. D DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. E COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES. F COORDINATE LOCATION OF ALL FLOOR DRAINS WITH LOCATION OF MECHANICAL EQUIPMENT. COORDINATE LOCATION WITH GENERAL CONTRACTOR. G COORDINATE LOCATION OF ALL CLEANOUTS FOR ACCESSIBILITY. COORDINATE HEIGHT OF WALL CLEANOUTS TO BE ACCESSIBLE AND TO NOT CONFLICT WITH ARCHITECTURAL ELEMENTS (GRAB BARS, COVE BASE, ETC.) H DRAWINGS ARE SCHEMATIC IN NATURE. ALL PLUMBING SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 INTERNATIONAL PLUMBING CODE. MECHANICAL SPECIFIC NOTES M301 2" UP TO L-1. SEE SHEET M301 FOR CONTINUATION. M302 3" UP TO WB-1. SEE SHEET M301 FOR CONTINUATION. M303 1-1/2" V UP. SEE SHEET M301 FOR CONTINUATION. M304 2" V UP. SEE SHEET M301 FOR CONTINUATION. M305 4" SANITAR SEE CIVIL FOR CONTINUATION. APPROXIMAT INVERT ELEVATION 10' BELOW GRADE. COORDINATE WITH CIVIL. M306 4" SANITARY UP IN WALL. SEE SHEET M301 FOR CONTINUATION. M307 2" SAN UP TO S-1. SEE SHEET M301 FOR CONTINUATION. M308 2" SAN UP TO S-2. SEE SHEET M301 FOR CONTINUATION. M309 SEE SHEET M401 FOR CONTINUATION. M310 3" V UP SEE SHEET M301 FOR CONTINUATION. M311 COORDINATE LOCATION OF SANITARY LINE WITH FOOTINGS. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- UP 8 7 6 5 4 3 2 1 Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 Elevator E-1 G F E D C.5 C B A FD-1 L-2 WC-2 S-2 C.O. C.O. C.O. C.O. C.O. C.O. S-1 S-1 WB-1 FD-2 FS-1 1 1/2" V 4" 4" OST ST 4" 4" OST ST 4" OST UP 4" ST UP ST OST 6" 6" 4" OST UP 4" ST UP 4" 4" 4" 4" 4" 2" 2" 2" 4" 3" SAN SAN 1 1/2" 2" 3" V 2" V V V 2" 2" V 1 1/2" 2" 2" V UP V 1 1/2" ST 4" ST UP 4" 6" ST UP 6" OST UP 6" 6" 3" V UP 3" 2" 3" OST ST M401 3 V M318 M315 M314 M313 M312 M315 M314 M321 M322 M324 M323 M317 M316 M309 M313 M313 M313 3" 3" 3" ST UP 3" OST UP WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:55 AM M301 BGA 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - WASTE VENT AND STORM New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR PLAN - WASTE VENT AND STORM GENERAL WASTE VENT AND STORM NOTES A SEE SPECIFICATIONS FOR MATERIALS AND METHODS B COORDINATE LOCATION OF ALL UNDERGROUND PIPING WITH FOOTINGS AND FOUNDATIONS. SLEEVE AS REQUIRED. C PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. D DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. E COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES. F COORDINATE LOCATION OF ALL FLOOR DRAINS WITH LOCATION OF MECHANICAL EQUIPMENT. COORDINATE LOCATION WITH GENERAL CONTRACTOR. G COORDINATE LOCATION OF ALL CLEANOUTS FOR ACCESSIBILITY. COORDINATE HEIGHT OF WALL CLEANOUTS TO BE ACCESSIBLE AND TO NOT CONFLICT WITH ARCHITECTURAL ELEMENTS (GRAB BARS, COVE BASE, ETC.) H DRAWINGS ARE SCHEMATIC IN NATURE. ALL PLUMBING SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 INTERNATIONAL PLUMBING CODE. MECHANICAL SPECIFIC NOTES M309 SEE SHEET M401 FOR CONTINUATION. M312 3" V UP. SEE SHEET M302 FOR CONTINUATION. M313 2" V UP. SEE SHEET M302 FOR CONTINUATION. M314 PROVIDE A 6" J.R. SMITH 1770 DOWNSPOUT NOZZLE, OR APPROVED EQUAL, AT DISCHARGE OF OST LINE. M315 PROVIDE A 6" J.R. SMITH 1770 DOWNSPOUT NOZZLE, OR APPROVED EQUAL, AT DISCHARGE OF ST LINE. M316 PROVIDE A 3" J.R. SMITH 1770 DOWNSPOUT NOZZLE, OR APPROVED EQUAL, AT DISCHARGE OF OST LINE. M317 PROVIDE A 3" J.R. SMITH 1770 DOWNSPOUT NOZZLE, OR APPROVED EQUAL, AT DISCHARGE OF ST LINE. M318 4" ST UP TO FD-2. SEE SHEET M302 FOR CONTINUATION. M321 2" UP TO L-1. SEE SHEET M302 FOR CONTINUATION. M322 2" SAN UP TO FD-1. SEE SHEET M302 FOR CONTINUATION. M323 2" UP TO S-2. SEE SHEET M302 FOR CONTINUATION. M324 4" UP TO WC-1. SEE SHEET M302 FOR CONTINUAION. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- REF. 8 7 6 5 4 3 2 1 Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 Elevator E-2 G F E D C.5 C B A MS-1 WC-1 WC-1 L-2 EWC-1 L-2 FD-1 FD-1 2" 1 1/2" 1 1/2" 2" 2" 4" 2" 4" V V V V 3" 3" 4" 4" ST OST ST OST OST ST 4" 4" 4" OST DN 4" ST DN 4" OST DN 4" ST DN 3" 3" OST ST 3" OST DN 3" ST DN M330 M329 OST ST 4" 4" ST OST 4" 4" 6" 6" 6" OST DN 6" ST DN 3" 3" FD-2 M328 M327 M328 M327 M330 M329 M330 M329 M328 M327 M325 M326 M328 M327 3" 3" V DN V Quiet Reading 201 Stair S-W-2 Cust. 209 R.R. 208 R.R. 207 Elevator Closet 209-A WC-1 FD-1 L-2 FS-1 S-2 1 1/2" 2" 2" 2" 1 1/2" 2" V V 2" M331 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:43:57 AM M302 BGA 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - WASTE VENT AND STORM New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 SECOND FLOOR PLAN - WASTE VENT AND STORM GENERAL WASTE VENT AND STORM NOTES A SEE SPECIFICATIONS FOR MATERIALS AND METHODS B COORDINATE LOCATION OF ALL UNDERGROUND PIPING WITH FOOTINGS AND FOUNDATIONS. SLEEVE AS REQUIRED. C PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. D DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. E COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES. F COORDINATE LOCATION OF ALL FLOOR DRAINS WITH LOCATION OF MECHANICAL EQUIPMENT. COORDINATE LOCATION WITH GENERAL CONTRACTOR. G COORDINATE LOCATION OF ALL CLEANOUTS FOR ACCESSIBILITY. COORDINATE HEIGHT OF WALL CLEANOUTS TO BE ACCESSIBLE AND TO NOT CONFLICT WITH ARCHITECTURAL ELEMENTS (GRAB BARS, COVE BASE, ETC.) H DRAWINGS ARE SCHEMATIC IN NATURE. ALL PLUMBING SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 INTERNATIONAL PLUMBING CODE. MECHANICAL SPECIFIC NOTES M325 4" V UP TO 4" V.T.R. M326 3" V UP TO 4" V.T.R. M327 4" ST UP TO RD-1. M328 4" OST UP TO OD-1. M329 3" ST UP TO RD-1. M330 3" OST UP TO OD-1. M331 2" V UP TO 4" V.T.R. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- 8 7 6 B A M401 M402 FD-2 FD-2 3/4" EWH 1 WC-1 WC-1 UR-1 UR-1 UR-1 FD-1 L-1 EWC-1 MS-1 WC-2 WC-2 WC-1 WC-1 FD-1 L-1 1 1/2" 1" 3/4" 1 1/2" 1 1/4" CW HW RHW 3/4" 1" 1 1/4" 1 1/4" 2" 2" 2" 1 1/4" 1 1/2" 1 1/2" 1 1/4" 3/4" 3/4" 1/2" CW HW RHW HW CW RHW HW CW 1/2" 3/4" 3/4" 1/2" 1/2" 1 1/4" RHW CP 1 M414 WH-1 M412 M411 M413 M415 M415 M415 M415 M403 CW 1" 8 7 6 C B A 2" 2" 2" 2" 2" 4" 1 1/2" 4" V 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2" 2" 2" 4" 1 1/2" 2" V 2" 3" 2" 3" SAN 3" SAN 4" 4" SAN 4" 2" 2" SAN 1 1/2" V V V V 3" V V V 2" WC-1 WC-1 UR-1 UR-1 UR-1 FD-2 FD-2 FD-2 C.O. WC-1 WC-1 WC-2 WC-2 MS-1 EWC-1 L-1 L-1 FD-1 FD-1 M408 M404 M404 M405 M405 M409 M409 M406 M407 M410 L-1 EWC-1 WC-2 WC-2 WC-1 FD-2 FD-1 WC-1 C.O. FD-2 WC-1 FD-1 FD-2 WC-1 UR-1 UR-1 UR-1 WC-1 1 1/2" 1 1/2" 4" V V 1 1/2" V 2" 2" 2" 2" 2" 2" 2" 4" 1 1/2" V 2" 2" 2" 2" 2" 2" 2" 2" V V 2" 4" SAN 2" 4" 4" 2" 2" 2" 2" 4" 2" 4" 2" SAN 2" 2" 4" 4" 4" 2" 4" 4" 4" 4" 2" 2" SAN SAN L-1 2" 2" 1 1/2" 1 1/2" 1 1/2" 4" 2" 2" 2" 2" 1 1/2" 1 1/2" V V 2" V NOTE: WASTE AND VENT RISER IS SCHEMATIC AND IS SHOWN FOR REFERENCE ONLY. NOT ALL OFFSETS, TRAPS, FITTINGS, ETC. ARE SHOWN. 8 7 6 C B A WC-1 WC-1 WC-2 WC-2 FD-1 MS-1 UR-1 UR-1 UR-1 WC-1 WC-1 FD-1 FD-2 FD-2 FD-2 C.O. 4" 4" SAN 4" SAN 2" 4" 2" 2" 2" 2" SAN 2" SAN 4" 4" 4" 4" 4" 2" 3" 4" SAN SAN 2" 2" 2" WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:44:01 AM M401 BGA 02/24/2015 13-CCLS/13022 ENLARGED PLUMBING PLANS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/4" = 1'-0" 2 ENLARGED MAIN BATHROOM GROUP - FIRST FLOOR PLAN - PLUMBING PIPING GENERAL PLUMIBNG PIPING NOTES A DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. B CONTRACTOR SHALL COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES. PROVIDE ALL ADDITIONAL OFFSETS AS REQUIRED TO COMPLETE INSTALLATION. C ROUTE ALL PIPING AS HIGH AS POSSIBLE. D INSTALL ALL ISOLATION VALVES IN ACCESSIBLE LOCATIONS. E PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. F SEE PLUMBING FIXTURE SCHEDULE FOR TYPICAL PLUMBING CONNECTION SIZES. G DO NOT ROUTE WATER PIPING DN IN EXTERIOR WALLS. H ALL GAS PRESSURE REGULATORS SHALL BE INSTALLED PER 2012 INTERNATIONAL FUEL GAS CODE SECTION 410.2. REGULATORS SHALL BE VENTED TO THE OUTDOORS PER INTERNATIONAL FUEL GAS CODE SECTION 410.2 AND 410.3. GENERAL FIRE SPRINKLER NOTES A ENTIRE BUILDING SHALL BE PROTECTED BY A WET PIPE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 AND THE AUTHORITY HAVING JURISDICTION. FIRE SPRINKLER CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE AND FLOW AND SIZE PIPING TO MEET THE REQUIREMENTS OF NFPA AND THE AUTHORITY HAVING JURISDICTION. B PROVIDE FIRE SERVICE ENTRANCE WITH REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, ISOLATION VALVES, CHECK VALVES, FLOW SWITCH, ETC. AS REQUIRED BY NFPA 13 AND AUTHORITY HAVING JURISDICTION. C PIPING MATERIAL AND SPRINKLER HEADS SHALL MEET THE REQUIREMENTS OF NFPA 13. D COORDINATE LOCATION OF ALL SPRINKLER HEADS AND PIPING WITH ALL OTHER TRADES. IF CONFLICTS DO OCCUR SUCH THAT LIGHTS, DUCTWORK OR CEILING SYSTEMS CANNOT BE INSTALLED DUE TO SPRINKLER PIPING INTERFERENCE, THE PIPING SHALL BE RELOCATED AT NO ADDITIONAL EXPENSE TO THE PROJECT. E DRAWINGS INDICATE GENERAL LAOUT AND ROUTING. FINAL PIPE SIZING, ROUTING, AND HEAD LAYOUT SHALL BE BY FIRE SPRINKLER CONTRACTOR. F LOCATE ALL PIPING AS HIGH AS POSSIBLE. PIPING ROUTED THROUGH FINISHED SPACES WITH EXPOSED STRUCTURE SHALL BE PAINTED TO MATCH STRUCTURE. DO NOT PAINT SPRINKLER HEADS. G DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. 1/4" = 1'-0" 3 ENLARGED MAIN BATHROOM GROUP - FIRST FLOOR PLAN - WASTE AND VENT MECHANICAL SPECIFIC NOTES M401 FIRE SERVICE ENTRANCE. SEE DETAIL ON SHEET M402 FOR ADDITIONAL INFORMATION. M402 WATER SERVICE ENTRANCE. SEE DETAIL ON SHEET M402 FOR ADDITIONAL DETAILS. M403 PROVIDE A 1" REDUCED PRESSURE BACKFLOW PREVENTER, WATTS 919QT OR APPROVED EQUAL. M404 2" SAN UP TO FLOOR DRAIN. SEE SHEET M302 FOR CONTINUATION. M405 4" SAN UP TO WATER CLOSET. SEE SHEET M302 FOR CONTINUATION. M406 3" VENT UP. SEE SHEET M302 FOR CONTINUATION. M407 3" SAN UP TO MOP SINK. SEE SHEET M302 FOR CONTINUATION. M408 2" SAN UP TO EWC-1. SEE SHEET M302 FOR CONTINUATION. M409 2" VENT UP. SEE SHEET M302 FOR CONTINUATION. M410 4" SAN DOWN. SEE SHEET M300 FOR CONTINUATION. M411 2" WATER SERVICE. SEE CIVIL FOR CONTINUATION. M412 6" FIRE SERVICE. SEE CIVIL FOR CONTINUATION. FINAL LINE SIZE TO BE VERIFIED BY FIRE SPRINKLER CONTRACTOR PER NFPA 13 REQUIREMENTS. PROVIDE CREDIT FOR DECREASE IN SIZE. M413 REFER TO WATER HEATER DETAIL ON SHEET M403 FOR ADDITIONAL INFORMATION. M414 FIRE DEPARTMENT CONNECTION. M415 SEE SHEET M201 FOR CONTINUATION. 1 MAIN BATHROOM GROUP - WASTE AND VENT RISER DIAGRAM 1/4" = 1'-0" 4 ENLARGED MAIN BATHROOM GROUP - BELOW GRADE - WASTE AND VENT GENERAL WASTE VENT AND STORM NOTES A SEE SPECIFICATIONS FOR MATERIALS AND METHODS B COORDINATE LOCATION OF ALL UNDERGROUND PIPING WITH FOOTINGS AND FOUNDATIONS. SLEEVE AS REQUIRED. C PIPING SHOWN FOR CLARITY. ROUTE ALL PIPING ABOVE CEILINGS, IN CHASES, AND IN WALLS AS REQUIRED. D DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELS. MAINTAIN ALL CODE REQUIRED CLEARANCES. E COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES. F COORDINATE LOCATION OF ALL FLOOR DRAINS WITH LOCATION OF MECHANICAL EQUIPMENT. COORDINATE LOCATION WITH GENERAL CONTRACTOR. G COORDINATE LOCATION OF ALL CLEANOUTS FOR ACCESSIBILITY. COORDINATE HEIGHT OF WALL CLEANOUTS TO BE ACCESSIBLE AND TO NOT CONFLICT WITH ARCHITECTURAL ELEMENTS (GRAB BARS, COVE BASE, ETC.) H DRAWINGS ARE SCHEMATIC IN NATURE. ALL PLUMBING SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 INTERNATIONAL PLUMBING CODE. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" T.O. WALL 133' - 8" G F E D C.5 C B A 2 M402 FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 0" T.O. WALL 133' - 8" 7 6 5 4 3 2 1 M402 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:44:07 AM M402 BGA 02/24/2015 13-CCLS/13022 SECTIONS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 3/16" = 1'-0" 1 Section 1 3/16" = 1'-0" 2 Section 8 e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- 1/4"x1/2" * 3/8"x5/8" 3/8"x5/8" 3/8"x5/8" 1/4"x1/2" * 3/8"x5/8" 1/4"x1/2" * KHRP26A33T 3/8"x7/8" 3/8"x5/8" 3/8"x5/8" KHRP26A22T 3/8"x5/8" 1/4"x1/2" 3/8"x5/8" 1/4"x1/2" * 3/8"x5/8" 3/4" 1/2"x1 1/8"x3/4" 3/8"x7/8"x3/4" 5/8"x1 1/8"x1 1/8" 3/8"x7/8"x3/4" BHFP26P136U KHRP25M73TU 3/4"x1 3/8"x1 1/8" KHRP25M73TU 3/4"x1 3/8"x1 1/8" KHRP25A33T 3/8"x7/8"x3/4" 3/8"x5/8"x1/2" KHRP25A22T 3/8"x3/4"x5/8" 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" KHRP25M73TU 5/8"x1 1/8"x1 1/8" 3/8"x5/8"x1/2" KHRP25M72TU 1/2"x1 1/8"x3/4" KHRP25A22T 3/8"x3/4"x5/8" 3/8"x5/8"x1/2" KHRP25A22T 3/8"x3/4"x5/8" 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" 3/8"x7/8"x3/4" KHRP25A33T 3/8"x7/8"x3/4" 3/8"x5/8"x1/2" KHRP25A22T 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" CU-1 REYQ312PBYD REMQ120PBYD REMQ96PBYD REMQ96PBYD BS 6 BSVQ36PVJU FC-6 FXAQ07PVJU BS 5 BSVQ36PVJU FC-5 FXMQ30PAVJU BS 7 BSVQ36PVJU FC-7 FXMQ36PAVJU BS 4 BSVQ60PVJU FC-4 FXMQ48PAVJU BS 3 BSVQ36PVJU FC-3 FXMQ07PAVJU BS 1 BSVQ60PVJU FC-1 FXMQ48PAVJU BS 2 BSVQ36PVJU FC-2 FXAQ07PVJU BS 12 BSVQ96PVJU FC-14 FXMQ48PAVJU FC-15 FXMQ48PAVJU BS 8 BSVQ60PVJU FC-8 FXAQ12PVJU FC-9 FXMQ30PAVJU BS 9 BSVQ36PVJU FC-10 FXMQ12PAVJU BS 10 BSVQ36PVJU FC-11 FXMQ30PAVJU 3/8"x5/8" KHRP26A22T 3/8"x5/8" 1/4"x1/2" 1/4"x1/2" 3/8"x5/8" 3/8"x5/8" 3/8"x5/8" 1/4"x1/2" * 3/8"x5/8" KHRP26A22T 3/8"x3/4" * 3/8"x5/8" 3/8"x5/8" KHRP26A33T 3/8"x7/8" 3/8"x5/8" 3/8"x5/8" 3/8"x5/8" 3/4" 1/2"x1 1/8"x3/4" 3/8"x7/8"x3/4" 5/8"x1 1/8"x1 1/8" 3/8"x7/8"x3/4" BHFP26P136U KHRP25M73TU 3/4"x1 3/8"x1 1/8" KHRP25M72TU 1/2"x1 1/8"x3/4" 3/8"x5/8"x1/2" KHRP25M72TU 1/2"x1 1/8"x3/4" 3/8"x5/8"x1/2" KHRP25A33T 3/8"x7/8"x3/4" 3/8"x5/8"x1/2" KHRP25A22T 3/8"x3/4"x5/8" 3/8"x5/8"x1/2" KHRP25A22T 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" KHRP25M73TU 3/4"x1 3/8"x1 1/8" KHRP25M73TU 5/8"x1 1/8"x1 1/8" 3/8"x5/8"x1/2" KHRP25M72TU 1/2"x1 1/8"x3/4" 3/8"x3/4"x5/8" * 3/8"x7/8"x3/4" 3/8"x5/8"x1/2" CU-2 REYQ312PBYD REMQ120PBYD REMQ96PBYD REMQ96PBYD BS 24 BSVQ36PVJU FC-31 FXMQ36PAVJU BS 23 BSVQ36PVJU FC-30 FXMQ07PAVJU FC-29 FXMQ12PAVJU BS 21 BSVQ36PVJU FC-28 FXMQ30PAVJU BS 22 BSVQ36PVJU FC-27 FXMQ24PAVJU BS 20 BSVQ36PVJU FC-26 FXMQ24PAVJU BS 19 BSVQ36PVJU FC-25 FXMQ18PAVJU BS 13 BSVQ60PVJU FC-17 FXMQ48PAVJU BS 14 BSVQ60PVJU FC-18A FXMQ30PAVJU FC-18B FXMQ30PAVJU BS 11 BSVQ96PVJU FC-12 FXMQ48PAVJU FC-13 FXMQ48PAVJU BS 27 BSVQ60PVJU FC-16 FXMQ48PAVJU 1/4"x1/2" KHRP26A33T 3/8"x7/8" 3/8"x5/8" 3/8"x5/8" 3/8"x5/8" 3/8"x5/8" 3/8"x5/8" KHRP26A33T 3/8"x7/8" 3/8"x5/8" 3/8"x5/8" KHRP26A33T 3/8"x7/8" 3/8"x5/8" 3/8"x5/8" 3/4" 1/2"x1 1/8"x3/4" 1/2"x1 1/8"x3/4" 5/8"x1 1/8"x1 1/8" 3/8"x7/8"x3/4" BHFP26P136U KHRP25M73TU 3/4"x1 3/8"x1 1/8" KHRP25M73TU 5/8"x1 1/8"x1 1/8" 3/8"x5/8"x1/2" KHRP25M73TU 5/8"x1 1/8"x1 1/8" 3/8"x7/8"x3/4" KHRP25A33T 3/8"x7/8"x3/4" 3/8"x5/8"x1/2" KHRP25A22T 3/8"x3/4"x5/8" 3/8"x5/8"x1/2" 3/8"x5/8"x1/2" KHRP25M73TU 5/8"x1 1/8"x1 1/8" 3/8"x7/8"x3/4" 3/8"x7/8"x3/4" CU-3 REYQ312PBYD REMQ120PBYD REMQ96PBYD REMQ96PBYD BS 26 BSVQ36PVJU FC-33 FXMQ12PAVJU BS 25 BSVQ96PVJU FC-32A FXMQ36PAVJU FC-32B FXMQ36PAVJU BS 29 BSVQ36PVJU FC-22 FXMQ36PAVJU BS 28 BSVQ36PVJU FC-34 FXMQ30PAVJU BS 18 BSVQ36PVJU FC-24 FXMQ36PAVJU BS 16 BSVQ96PVJU FC-21 FXMQ48PAVJU FC-23 FXMQ36PAVJU BS 15 BSVQ96PVJU FC-19 FXMQ48PAVJU FC-20 FXMQ48PAVJU WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:44:09 AM M403 BGA 02/24/2015 13-CCLS/13022 MECHANICAL PIPING DIAGRAMS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 NO SCALE 1 CU-1 PIPING DIAGRAM NO SCALE 2 CU-2 PIPING DIAGRAM NO SCALE 3 CU-3 PIPING DIAGRAM e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- AIR FLOW FLEX. DUCT WHEN USED NOTE: DELETE MANUAL DAMPER FOR TAKE-OFF TO VAV BOXES. USE DUCT SEALANT AT CONNECTION MAN. DAMPER WITH HANDLE & LOCK-NUT CONICAL BELLMOUTH W/TWIST IN FITTING S.S. CLAMP-MED. VELOCITY NYLON STRAP-LOW VELOCITY 10"W X [DUCT DEPTH-2"] D 12"W X [DUCT DEPTH-2"] D 18"W X [DUCT DEPTH-2"] D ACCESS PANEL SIZE ALL OTHER ACCESS PANELS TO BE A MINIMUM OF 15" X 15" WHERE DUCT SIZE ALLOWS. USE FOUR CAM LATCHES ON PANELS LARGER THAN 18" X 18" SIZE. ACCESS PANEL SIZE SCHEDULE 21" AND ABOVE 6" TO 15" 15" TO 21" DUCT SIZE AIR FLOW 1" DUCT OPENING CAM LATCH NOTE: REQUIRED AT ALL HEATING COILS, FIRE DAMPERS, SMOKE DAMPERS, MOTORIZED DAMPERS & HUMIDIFIERS-SEE SPECIFICATIONS AIR FLOW HEATING COIL AIR TIGHT GASKET TO RUN AROUND EDGE OF ACCESS PANEL FASTEN DUCT TO GRILLE TYPICAL RETURN GRILLE. LAY-IN & SURFACE TYPE. OFFSET ELL TO MISS BAR JOIST AS REQUIRED 12" GRILLE WIDTH X 10" LINE WITH 1" DUCT LINER ROOFTOP UNIT OUTSIDE AIR HOOD. MAINTAIN 10'-0" MINIMUM CLEARANCE TO BUILDING VENTS DIRT LEG GAS COCK UNION (TYP) SUPPORT GAS PIPE FROM ROOF WITH TREATED WOOD BLOCKING OR PIPE STANDS. SUPPORTS SHALL BE COMPATIBLE WITH ROOFING SYSTEM ROOF CURB. INSTALL TOP OF CURB LEVEL. SECURE TO ROOF STRUCTURE. CURB FLASHING. COORDINATE WITH GENERAL CONTRACTOR. RETURN AIR DUCT. SEE PLANS FOR DUCTWORK DISTRUBUTION. SEE SPECS FOR INSULATION REQUIREMENTS. SUPPLY AIR DUCT. SEE PLANS FOR DUCTWORK DISTRUBUTION. SEE SPECS FOR INSULATION REQUIREMENTS. TRANSITION DUCT TO ROOFTOP UNIT INLET. TRANSITION IN CURB. TRANSITION AROUND STRUCTURE AS REQUIRED. SECURE DUCT TO OPENING IN ROOF CURB (TYP). NOTE: MAINTAIN ALL MANUFACTURER'S RECOMMENDED CLEARANCES OR AIRFLOW AND SERVICE. ROOF LBS TO OZ PRESSURE REDUCING VALVE NOTE: 1. RISER INSTALLATION TO COMPY WITH NFPA-13, SEE SPEC. 2. HYDRAULIC CALCULATIONS ARE TO BE BASED ON 50 PSI RESIDUAL 1/4" GLOBE VALVE W/ SOFT METAL SEAT CHECK VALVE PRESSURE GAUGE RANGE 0- 200 P.S.I. DRY SPRINKLER LINE AIR VALVE 150 LB. UN. BONNET BRONZE ANGLE VALVE 175 LB. WATER U.L. LISTED IRON BODY BRONZE MOUNTED O.S. & Y. GATE VALVE OR U.L. LISTED BUTTERFLY VALVE W/ LOCKING LEVER HANDLE 125 LB. STD. IRON RED. COMPAN. FLANGED WET SPRINKLER LINE 125 LB. STD. C.I. FLANGED RED. TEE WATER FLOW INDICATOR DOUBLE CHECK VALVE ASSEMBLY SEAL FLOOR PENETRATION GATE VALVE FIN. FLR. DRAIN LINE TO SIAMESE FIRE DEPT. CONNECTION SEE FLOOR PLAN PRESSURE GAUGE WATER SERVICE TO BUILDING PRESSURE REDUCING VALVE (REQUIRED ONLY IF STREET PRESSURE IS OVER 80PSI FIELD VERIFY) BACKFLOW PREVENTER GATE VALVE (TYP.) DIELECTRIC FITTING (TYP.) WATER SERVICE FROM STREET WATER METER SEAL ROOF PER MANUFACTURERS RECOMMENDATIONS FLASHING ROOF FLANGE CAP W/ CLAMP VENT PIPE FIN. FLOOR 1/2" COMB. MPT BRASS SWEAT CONN. 42" 3" DRAIN 3" DRAIN 1/2" CW 1-1/2" VENT 1/2" HW FULL SIZE RELIEF PIPE WATER HEATER HOSE END DRAIN VALVE THERMOMETER BALANCING VALVE CHECK VALVE COLD WATER HOT WATER RECIRC. HOT WATER ASME RATED P & T RELIEF VALVE EXPANSION TANK. WATERGUARD ETC-5X (OR EQUAL) SHUT-OFF VALVE (TYP.) H.W. CIRC. PUMP STRAINER DIELECTRIC UNION (TYP.) CW HW RHW HEAT TRAP MASTER MIXING VALVE. LEONARD TM-26 (OR APPROVED EQUAL) INSTALL PER MANUFACTURER'S INSTRUCTIONS. FINISHED FLOOR DIRECTION OF FLOW CAST IRON EXTENSION- SAME SIZE AS SEWER UP TO 4" ROUND CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMB, & 1/8 BEND. (USE REDUCING TYPE WHERE REQUIRED.) BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED 6" THICK BY 18" SQUARE CONCRETE PAD "CO" TO BE CAST IN COVER CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED GRADE OR PAVING SEE PLANS EXTERIOR CLEANOUT (LIGHT TRAFFIC AREA) INTERIOR CLEANOUT DUCT FLEX CONN. [TYP.] R.A. PROVIDE DUCT ACCESS FOR FILTER PROVIDE DUCT TRANSITIONS TO MATCH S.A. & R.A. CONNECTIONS AND TO OFFSET AROUND BEAMS. N.I.S. ISOLATORS [TYP.] S.A. INSULATED DUCTS UNINSULATED DUCTS PROVIDE TRACK FULL LENGTH OF ACCESS PANEL RIVETED OR SPOT WELDED TO DUCT SIDE AT BOTTOM OF ACCESS PANEL FOR PANEL ALIGNMENT 22 GA. SHT. MTL. ACCESS PANEL INSULATION SPACER 22 GA. SHT. MTL. ACCESS PANEL DUCT 2" SPACER INSULATION THICKNESS 2" NOTE: ALL ACCESS PANELS TO BE MINIMUM OF 15" X 15" WHERE DUCT SIZE ALLOWS. USE FOUR CAM LATCHES ON PANELS LARGER THAN 18" X 18" SIZE. DUCT 1" CAM LATCH CAM LATCH GASKET DUCT GASKET DUCT FIRE DAMPER SLEEVE DUCT DUCT FLOOR JOIST MOUNTING ANGLE MOUNTING ANGLE FLOOR JOIST NOTE: DAMPER INCLUDES CLOSURE SPRINGS AND LATCHES FOR HORIZONTAL INSULATION. SLEEVE SM SCREWS @ 4" O.C. MAX SUPPLY GRILLE CONTINUOUS GASKET 20 GA. GALV. 20 GA. GALV. SUPPLY GRILLE 1" OPENING SIZE NOMINAL SIZE SPIRAL WOUND DUCTWORK WITH PAINT GRIP FINISH SPRING LOADED NEOPRENE HANGER (WHERE NOTED) BEAM CLAMP (TO STRUCTURE) PRIME COAT STEEL ROD 3/8" DIAMETER 1-1/2" x 1/8" PAINTABLE ALUMINUM STRAP WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:44:10 AM M404 BGA 02/24/2015 13-CCLS/13022 MECHANICAL DETAILS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 NO SCALE 1 ROUND DUCT TAKE-OFF DETAIL NO SCALE 5 ACCESS PANEL DETAIL NO SCALE 2 INSULATED RETURN ELBOW DETAIL NO SCALE 6 DOWNFLOW ROOFTOP UNIT DETAIL NO SCALE 7 FIRE SPRINKLER RISER DETAIL NO SCALE 3 WATER METER PIPING DETAIL NO SCALE 8 PLUMBING VENT DETAIL NO SCALE 88 LAUNDRY CONNECTION DETAIL NO SCALE 12 WATER HEATER PIPING DETAIL NO SCALE 14 CLEANOUTS DETAIL NO SCALE 13 TYPICAL VRV FAN COIL ELEVATION NO SCALE 4 LOW PRESSURE DUCTWORK ACCESS PANELS NO SCALE 11 VERTICAL DUCT FIRE DAMPER DETAIL NO SCALE 9 ROUND DUCT BOOT DETAIL NO SCALE 10 SPIRAL DUCT SUPPORT DETAIL e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 11:44:10 AM M501 BGA 02/24/2015 13-CCLS/13022 MECHANICAL SHEDULES New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 HEAT RECOVERY CONDENSING UNIT SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL HEATING CAP. (BTUH) COOLING CAP. (BTUH) ELECTRICAL COMMENTS V PH MCA CU 1 SI2 INDUSTRIES 3R312N4S000N 334,000 312,000 480 3 61.1 1,2,3,4,5,6,7 CU 2 SI2 INDUSTRIES 3R312N4S000N 334,000 312,000 480 3 61.1 1,2,3,4,5,6,7 CU 3 SI2 INDUSTRIES 3R312N4S000N 334,000 312,000 480 3 61.1 1,2,3,4,5,6,7 PLUMBING FIXTURE SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL FIXTURE TYPE WASTE VENT SUPPLY TRIM/REMARKS CW HW EWC 1 ELKAY EZSTL8WS WATER CHILLER WITH BOTTLE FILLER (SPLIT LEVEL) ADA 2" 1 1/2" 1/2" FD 1 JAY R. SMITH 2010 FLOOR DRAIN 2" 2" FLOOR DRAIN WITH WITH 5" DIA. POLISHED BRONZE STRAINER AND DEAP SEAL TRAP. PROVIDE WITH TRAP GUARD FD 2 JAY R. SMITH 2110 FLOOR DRAIN 4" 2" FLOOR DRAIN WITH 8" POLISHED BRONZE STRAINER AND DEAP SEAL TRAP. PROVIDE WITH TRAP GUARD. FS 1 JAY R. SMITH 3101 FLOOR SINK 3" 2" CAST IRON FLANGED RECEPTOR WITH AID RESISTANT COATED INTERIOR AND NICKEL BRONZE RIM AND SECURED GRATE. DOME BOTTOM STRAINER. PROVIDE WITH TRAP GUARD. IB 1 GUY-GRAY BIM875 ICE MAKER BOX 1/2" RECESSED ICE MAKER BOX WITH 1/2” SUPPLY GATE VALVE, CAPPED FOR FUTURE CONNECTION, FIXTURE MOUNTING HEIGHT 48” A.F.F. L 1 BRADLEY LVGD3 FAUCET: BRADLEY CAP-DCA LAVATORY (WALLHUNG) 0.5 GPM 2" 1 1/2" 3/4" 3/4" PROVIDE WITH 0.5 GPM AERATOR AND OPTIONAL PLUG-IN TRANSFORMER. PROVIDE SOAP DISPENSER 6315 AND TRANSFORMER ADAPTOR. PROVIDE WITH GRID STRAINER SUPPLY STOPS AND BELOW COUNTER THERMOSTATIC MIXING VALVE. L 2 KOHLER "KINGSTON" K-2005 FAUCET: SLOAN ETF-880 DRAIN: DARBORN 760 GRID STRAINER AND P-TRAP STOPS: BRASSCRATT G2CR AND ESC. WALL HUNG LAVATORY 2" 1 1/2" 1/2" 1/2" PROVIDE WITH TRUEBRO LAV GUARD INSULATION KIT. PROVIDE WITH TRANSFORMER AND BELOW COUNTER THERMOSTATIC MIXING VALVE. MS 1 FIAT MSB-2424 FAUCET: DELTA 28T9 SERVICE SINK 24”X24” 3" 1 1/2" 1/2" 1/2" PROVIDE WITH FIAT NO. 889-CC MOP HANGER, NO.832-AA 30" HOSE AND HOSE BRACKET, INTEGRAL STOPS, 3" SS DRAIN AND DOME STRAINER. OD 1 JAY R. SMITH 1070 OVERFLOW ROOF DRAIN 3" ROOF DRAIN WITH CAST IRON BODY, FLASHING CLAMP, AND 16" CAST IRON DOME OD 2 JAY R. SMITH 1070 OVERFLOW ROOF DRAIN 4" ROOF DRAIN WITH CAST IRON BODY, FLASHING CLAMP, AND 16" CAST IRON DOME RD 1 JAY R. SMITH 1010 ROOF DRAIN 3" ROOF DRAIN WITH CAST IRON BODY, FLASHING CLAMP, AND 16" CAST IRON DOME RD 2 JAY R. SMITH 1010 ROOF DRAIN 4" ROOF DRAIN WITH CAST IRON BODY, FLASHING CLAMP, AND 16" CAST IRON DOME S 1 ELKAY LUSTERTONE LRAD221965 SINGLE COMPARTMENT SINK 22”X19”X6-1/2” 2" 1 1/2" 1/2" 1/2" ELKAY MODEL LK-4121 SUPPLY FITTING, LK99 GRID DRAIN, ADA COMPLIANT S 2 ELKAY LUSTERTONE LRAD25065 DOUBLE COMPARTMENT SINK 33”X22”X6-1/2” 2" 1 1/2" 1/2" 1/2" ELKAY MODEL LK-4103 SUPPLY FITTING WITH HOSE AND SPRAY, LK99 GRID DRAIN, ADA COMPLIANT. PROVIDE WITH INSINKERATOR EVOLUTION EXCEL. UR 1 KOHLER "BARDON" K-4904-ER FLUSH VALVE: SLOAN ROYAL 186 ES-S URINAL (FV) 1.0 GPF MOUNT AT ADA HEIGHT 2" 1 1/2" 3/4" WHITE WASHOUT, ADA COMPLIANT WB 1 GUY-GRAY B-200 WASHER SUPPLY 3" 1 1/2" 1/2" 1/2" RECESSED WAHSER SUPPLY BOX WITH 1/2” SUPPLY GATE VALVES, 2” DRAIN FITTING AND P-TRAP. FIXTURE MOUNTING HEIGHT 48” A.F.F. WC 1 KOHLER "HIGHLINE" K-4405 FLUSH VALVE: SLOAN 111-1.28 ES-S TMO SEAT: BEMIS 1955C WATER CLOSET (FLOORMOUNT FLUSH VALVE) 1.28 GPF ADA 4" 2" 1 1/4" MINIMUM MAP OF 800. PROVIDE WITH TRANSFORMER WC 2 KOHLER "WELLWORTH" K-4406 FLUSH VALVE: SLOAN 111-1.28 ES-S TMO SEAT: BEMIS 1955C WATER CLOSET (FLOORMOUNT FLUSH VALVE) 1.28 GPF 4" 2" 1 1/4" MINIMUM MAP OF 800. PROVIDE WITH TRANSFORMER WH 1 WOODFORD 67 WALL HYDRANT 3/4" FREEZE RESISTANT, SELF DRAINING INTERGRAL BACKFLOW PREVENTOR, REMOVABLE KEY ROOF TOP UNIT SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL LOCATION CFM MIN O.A. CFM E.S.P. MAX RPM SUPPLY FAN RETURN FAN GAS HEATING SECTION ELECTRICAL COMMENTS QUANTITY HP VOLTAGE PHASE RPM FLA QUANTITY HP VOLTAGE PHASE RPM FLA FUEL RATING (BTUH) EAT MAT VOLTAGE PHASES MCA INPUT (BTUH) OUTPUT (BTUH) DB WB RTU 1 AAON RN-016-3-0-000-5C9 ROOF 5245 5245 1.00 in-wg 1760 1 5 480 3 1760 17 A 1 5 480 3 1760 17 A NG 229 185 -20 °F 75 °F 62 °F 480 3 19 A 1,2,3,4,5,6,7,8 VARIABLE REFRIGERANT VOLUME FAN COIL UNIT SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL CFM E.S.P. OA COOLING HEATING ELECTRIC COMMENTS BTUH EAT BTUH EAT LAT V PHASES MCA DB WB DB DB FC 1 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 0 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 2 DIAKIN AC FXAQ07 315 0.50 in-wg 0 6282 75 °F 62 °F 8100 75 °F 85 °F 208 1 0.4 1,2,3,4 FC 3 DIAKIN AC FXAQ07 315 0.50 in-wg 0 6282 75 °F 62 °F 8100 75 °F 85 °F 208 1 0.4 1,2,3,4 FC 4 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 300 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 5 DIAKIN AC FXMQ30PAVJU 1000 0.50 in-wg 175 25197 75 °F 62 °F 32720 75 °F 85 °F 208 1 2.3 1,2,3,4 FC 6 DIAKIN AC FXAQ12 260 0.50 in-wg 0 6282 75 °F 62 °F 8100 75 °F 85 °F 208 1 0.4 1,2,3,4 FC 7 DIAKIN AC FXMQ36PAVJU 1130 0.50 in-wg 90 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 8 DIAKIN AC FXAQ12 290 0.50 in-wg 0 10074 75 °F 62 °F 12999 75 °F 85 °F 208 1 0.4 1,2,3,4 FC 9 DIAKIN AC FXAQ24 635 0.50 in-wg 0 20180 75 °F 62 °F 25999 75 °F 85 °F 208 1 0.6 1,2,3,4 FC 10 DIAKIN AC FXMQ12PAVJU 600 0.50 in-wg 70 10089 75 °F 62 °F 12999 75 °F 85 °F 208 1 0.6 1,2,3,4 FC 11 DIAKIN AC FXMQ30PAVJU 1000 0.50 in-wg 100 25197 75 °F 62 °F 32720 75 °F 85 °F 208 1 2.3 1,2,3,4 FC 12 DIAKIN AC FXMQ48PAVJU 475 0.50 in-wg 325 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 13 DIAKIN AC FXMQ48PAVJU 475 0.50 in-wg 325 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 14 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 260 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 15 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 255 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 16 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 260 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 17 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 330 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 18A DIAKIN AC FXMQ30PAVJU 475 0.50 in-wg 0 25197 75 °F 62 °F 32720 75 °F 85 °F 208 1 2.3 1,2,3,4 FC 18B DIAKIN AC FXMQ30PAVJU 475 0.50 in-wg 0 25197 75 °F 62 °F 32720 75 °F 85 °F 208 1 2.3 1,2,3,4 FC 19 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 315 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 20 DIAKIN AC FXMQ48PAVJU 1375 0.50 in-wg 315 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 21 DIAKIN AC FXMQ48PAVJU 1380 0.50 in-wg 310 40322 75 °F 62 °F 51997 75 °F 85 °F 208 1 3.4 1,2,3,4 FC 22 DIAKIN AC FXMQ36PAVJU 1130 0.50 in-wg 310 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 23 DIAKIN AC FXMQ36PAVJU 1130 0.50 in-wg 310 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 24 DIAKIN AC FXMQ36PAVJU 475 0.50 in-wg 105 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 25 DIAKIN AC FXMQ18PAVJU 635 0.50 in-wg 105 15108 75 °F 62 °F 19243 75 °F 85 °F 208 1 1.5 1,2,3,4 FC 26 DIAKIN AC FXMQ24PVJU 685 0.50 in-wg 45 20180 75 °F 62 °F 25999 75 °F 85 °F 208 1 1.8 1,2,3,4 FC 27 DIAKIN AC FXMQ24PVJU 685 0.50 in-wg 60 20180 75 °F 62 °F 25999 75 °F 85 °F 208 1 1.8 1,2,3,4 FC 28 DIAKIN AC FXMQ30PAVJU 1000 0.50 in-wg 170 25197 75 °F 62 °F 32720 75 °F 85 °F 208 1 2.3 1,2,3,4 FC 29 DIAKIN AC FXMQ12PAVJU 450 0.50 in-wg 0 10089 75 °F 62 °F 32720 75 °F 85 °F 208 1 0.6 1,2,3,4 FC 30 DIAKIN AC FXMQ07PAVJU 370 0.50 in-wg 50 6295 75 °F 62 °F 8189 75 °F 85 °F 208 1 0.6 1,2,3,4 FC 31 DIAKIN AC FXMQ36PAVJU 1130 0.50 in-wg 205 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 32A DIAKIN AC FXMQ36PAVJU 1130 0.50 in-wg 113 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 32B DIAKIN AC FXMQ36PAVJU 1130 0.50 in-wg 112 30234 75 °F 62 °F 38520 75 °F 85 °F 208 1 2.9 1,2,3,4 FC 33 DIAKIN AC FXMQ12PAVJU 330 0.50 in-wg 60 10089 75 °F 62 °F 25999 75 °F 85 °F 208 1 0.6 1,2,3,4 FC 34 DIAKIN AC FXMQ30PAVJU 1000 0.50 in-wg 170 25197 75 °F 62 °F 32720 75 °F 85 °F 208 1 2.3 1,2,3,4 WATER HEATER SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL LOCATION SERVES STORAGE CAPACITY FUEL ELECTRIC INPUT RECOVERY RATE TEMP. RISE VOLTAGE COMMENTS EWH 1 A.O. SMITH DEL-50 JANITOR DOM. HW 50.0 gal ELEC. 10 kW 41 100 °F 208 1,2,3 BRANCH SELECTOR SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL ELECTRICAL COMMENTS VOLTAGE PHASES MCA BS 1 DAIKIN BSVQ60PVJU 208 1 0.1 1 BS 2 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 3 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 4 DAIKIN BSVQ60PVJU 208 1 0.1 1 BS 5 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 6 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 7 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 8 DAIKIN BSVQ60PVJU 208 1 0.1 1 BS 9 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 10 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 11 DAIKIN BSVQ96PVJU 208 1 0.1 1 BS 12 DAIKIN BSVQ96PVJU 208 1 0.1 1 BS 13 DAIKIN BSVQ60PVJU 208 1 0.1 1 BS 14 DAIKIN BSVQ60PVJU 208 1 0.1 1 BS 15 DAIKIN BSVQ96PVJU 208 1 0.1 1 BS 16 DAIKIN BSVQ96PVJU 208 1 0.1 1 BS 18 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 19 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 20 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 21 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 22 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 23 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 24 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 25 DAIKIN BSVQ96PVJU 208 1 0.1 1 BS 26 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 27 DAIKIN BSVQ60PVJU 208 1 0.1 1 BS 28 DAIKIN BSVQ36PVJU 208 1 0.1 1 BS 29 DAIKIN BSVQ36PVJU 208 1 0.1 1 REGISTER GRILLES AND DIFFUSER SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL NOMINAL SIZE THROAT SIZE MAX CFM S.P.D. NC COMMENTS WIDTH LENGTH DIA. WIDTH LENGTH DIA. E 1 KRUEGER 80H 10" 10" 8" 8" 200 0.10 <25 1,2,3 E 2 KRUEGER 80H 26" 12" 24" 10" 300 0.10 <25 1,2,3 E 3 KRUEGER 80H 32" 14" 30" 12" 940 0.10 <25 1,2,3 E 4 KRUEGER 80H 14" 14" 12" 12" 300 0.10 <25 1,2,3 E 5 KRUEGER 80H 14" 8" 12" 6" 300 0.10 <25 1,2,3 E 6 KRUEGER EGC15 24" 24" 22" 22" 1600 0.10 <25 1,2,3 E 7 KRUEGER EGC15 14" 8" 12" 6" 0" 500 0.10 <25 1,2,3 E 8 KRUEGER EGC15 8" 10" 6" 8" 0" 500 0.10 <25 1,2,3 E 9 KRUEGER 6690 24" 24" 6" 150 0.10 <25 1,3 E 10 KRUEGER 6690 24" 24" 8" 270 0.10 <25 1,3 E 11 KRUEGER 6690 24" 24" 10" 370 0.10 <25 1,3 R 1 KRUEGER 6690 24" 24" 6" 150 0.10 <25 1,3 R 2 KRUEGER 6690 24" 24" 10" 370 0.10 <25 1,3 R 3 KRUEGER 6690 24" 24" 12" 540 0.10 <25 1,3 R 4 KRUEGER 6490 24" 24" 22" 22" 1600 0.10 <25 1,3 R 5 KRUEGER 80H 12" 8" 10" 6" 280 0.10 <25 1,2,3 R 6 KRUEGER 80H 36" 16" 34" 14" 600 0.10 <25 1,2,3 R 7 KRUEGER 80H 34" 12" 32" 10" 600 0.10 <25 1,2,3 R 8 KRUEGER 80H 44" 20" 42" 18" 3000 0.10 <25 1,2,3 R 9 KRUEGER 80 14" 14" 12" 12" 600 0.06 22 1,2,3 S 1 KRUEGER 1400A 24" 24" 6" 150 0.10 <25 1,3 S 2 KRUEGER 1400A 24" 24" 8" 270 0.10 <25 1,3 S 3 KRUEGER 1400A 24" 24" 10" 370 0.10 <25 1,3 S 4 KRUEGER 1400A 24" 24" 12" 535 0.10 <25 1,3 S 5 KRUEGER 1400A 24" 24" 15" 600 0.10 <25 1,3 S 6 KRUEGER 1910 48" 4" 47" 4" 12" 290 0.10 <25 1,2,3,4 S 7 KRUEGER 880H 8" 8" 6" 6" 150 0.10 <25 1,2,3 S 8 KRUEGER 880H 12" 8" 10" 6" 0.10 1,2,3 S 9 KRUEGER RM2 15" 6" 125 0.10 <25 1,3 S 10 KRUEGER RM2 15" 8" 200 0.10 <25 1,3 S 11 KRUEGER RM2 18" 10" 300 0.10 <25 1,3 S 12 KRUEGER 16" 6" 14" 4" 12" 285 0.10 <25 1,2,3 S 13 KRUEGER 16" 8" 14" 6" 12" 285 0.10 <25 1,2,3 S 14 KRUEGER 22" 10" 20" 8" 12" 485 0.10 <25 1,2,3 COMMENTS: 1 ARCHITECT TO SELECT COLOR. 2 PROVIDE WITH O.B.D. 3 VERIFY CONSTRUCTION PRIOR TO ORDERING. 4 PROVIDE INSULATED SUPPLY PLENUM. FAN SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL LOCATION SERVICE VIBRATION ISOLATION CFM S.P.D. VOLTAGE HP SONES COMMENTS EF 1 LOREN COOK COMPANY GC-520 ELEVATOR MACHINE ROOM EXHAUST - 300 0.25 in-wg 120 0.121 4 1,2,3,4,5,6 ELECTRIC AIR CURTAIN SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL UNIT DIMENSIONS CFM HEAT KW FAN HP UNIT ELECTRICAL COMMENTS LENGTH DEPTH VOLTAGE PHASES AD 1 MARS PH1036-1E 36 26 2550 0.006 0.5 208 1 1,2,3 COMMENTS: 1 PROVIDE UNIT WITH INTEGRAL CONDENSATE PUMP. 2 PROVIDE UNIT WITH FACTORY WIRED DISCONNECT. 3 SELECT UNIT BASED ON SITE ALTITUDE OF 4850 F.A.S.L. 4 PROVIDE UNIT WITH CONDENSATE OVERFLOW SWITCH THAT WILL CUT POWER TO UNIT. COMMENTS: 1 INDOOR AND OUTDOOR VRV UNITS SHALL MEET HEATING AND COOLING CAPACITY AT -30 DEGREES F OUTDOOR DESIGN CONDITIONS. 2 UNIT TO BE PROVIDED WITH BACK-UP BOILER REFRIGERANT HEATING PACKAGE . 3 PROVIDE WITH DAIKIN CONTROL PACKAGE. 4 DAIKIN CONTROL PACKAGE SHALL CONTROL RTU-1. 5 SHIPPED AND INSTALLED AS ONE UNIT. SINGLE POINT POWER. 6 PROVIDE ALL SUPPORTS REQUIRED FOR MOUNTING UNIT ON ROOF PER MANUFACTURER'S INSTRUCTIONS. 7 ALTERNATE MANUFACTURER'S SHALL HAVE A MINIMUM OF 10 INSTALLATIONS UP AND RUNNING FOR 1 YEAR. COMMENTS: 1 PROVIDE UNIT WITH FACTORY MOUNTED DISCONNECT. COMMENTS: 1 PROVIDE WITH MANUFACTURER APPROVED VIBRATION ISOLATION ROOF CURB WITH 1" DEFLECTION. 2 PROVIDE WITH SINGLE POINT ELECTRIC DISCONNECT. 3 UNIT SHALL BE 100% O.A. DOWNFLOW UNIT WITH ENERGY RECOVERY. 4 SUPPLY AND EXHAUST FANS SHALL BE EQUIPED WITH VFD AND SHAFT GROUNDING KIT. 5 UNIT SHALL BE CONTROLLED BY DAIKIN SYSTEM TO OPERATE DURING HOURS OF OCCUPANCY. 6 PROVIDE 2" PLEATED DISPOSABLE 30% FILTERS. 7 PROVIDE UNIT WITH FACTORY WIRED GFCI CONVIENENCE OUTLET. 8 PROVIDE BURNER WITH 10-1 TURNDOWN. COMMENTS: 1 PROVIDE AGA-RATED TEMPERATURE AND PRESSURE RELIEF VALVE. 2 ASME CERTIFIED. 3 DUAL SIMILTANEOUS OPERATING ELECTRIC ELEMENTS. COMMENTS: 1 PROVIDE WITH STANDARD PREWIRED DISCONNECT. 2 PROVIDE WITH WHITE PLASTIC GRILLE. 3 PROVIDE WITH ROOF CURB MOUNTED ROOF CAP AND MANUFACTURER'S STANDARD ROOF CURB. 4 PROVIDE WITH VIBRATION ISOLATION HANGERS. 5 UNIT CONTROLLED BY THERMOSTAT. HUMIDIFIER SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL LOCATION NUMBER OF DISPERSION TUBES @ SPACING CAPACITY LBS/HR CFM ABSORPTION DISTANCE INPUT (KW) COMMENTS H 1 NORTEC NH-EL-1/020 MECH/ELEC 7 @ 3 20 1130 4.56 7 1,2,3,4 COMMENTS: 1 PROVIDE A STAINLESS STEEL DISTRIBUTOR FOR STEAM DISPERSION IN DUCT. 2 PROVIDE AIRFLOW PROVING SWITCH. 3 SUSPEND UNITS FROM WALL IN MECH/ELECT. ROOM. 4 PROVIDE WITH HUMIDISTAT. COMMENTS: 1 ELECTRIC HEATING AIR DOOR. 2 PROVIDE WITH THERMOSTAT. 3 UNIT SHALL OPERATE WHEN DOOR OPENS OR WHEN UNIT THERMOSTAT CALLS FOR HEAT. PUMP SCHEDULE UNIT TYPE UNIT NUMBER MANUFACTURER MODEL SERVICE GPM HEAD HP VOLTAGE PHASES COMMENTS CP 1 ASTRO 250SS DOM. HW CIRC. PUMP 6 10 0.157 120 1 1,2 COMMENTS: 1 BASED ON GLYCOL SOLUTION. 2 LEAD FREE BRONZE CONSTRUCTION SUITABLE FOR POTABLE WATER. e 14278 Date M Y W O i f o r P s e s n o n i n E l a g I N G r e S E M G. A I R A B N ---PAGE BREAK--- ELECTRICAL ABBREVIATIONS A STANDARD LIST. NOT ALL WORDS APPEAR IN THESE DRAWINGS. SEE SPECIFICATION SECTION "EQUIPMENT WIRING" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. A or AMP AMPERE LA LIGHTNING ARRESTOR A/C AIR CONDITIONING LT LIGHT A/E or AE ARCHITECT & ENGINEER LTG LIGHTING ac ABOVE COUNTER LTS LIGHTS AC ALTERNATING CURRENT ADA AMERICANS WITH DISABILITIES ACT MC MECHANICAL CONTRACTOR AFF ABOVE FINISH FLOOR MCB MAIN CIRCUIT BREAKER AFG ABOVE FINISH GRADE MCC MOTOR CONTROL CENTER AFI or AFCI ARC FAULT CIRCUIT INTERRUPTER MCM THOUSAND CIRCULAR MILS AHJ AUTHORITY HAVING JURISDICTION MDP MAIN DISTRIBUTION PANEL AHU AIR HANDLING UNIT MECH MECHANICAL AIC AMPERES INTERRUPTING CURRENT MFS MAIN FUSIBLE SWITCH AL ALUMINUM MH METAL HALIDE ANN ANNUNCIATOR MLO MAIN LUG ONLY AS AUTOMATIC SENSORS MSB MAIN SWITCHBOARD AWG AMERICAN WIRE GAUGE MTD MOUNTED MTS MOTOR THERMAL SWITCH bc BELOW COUNTER MV MERCURY VAPOR BC BELOW COUNTER MW MICROWAVE BH BASKETBALL HOOP OPER BL BLEACHER ELECTRIC OPERATOR NA or N/A NOT APPLICABLE BRD or BD BOARD NC NORMALLY CLOSED BUH BLAST UNIT HEATER NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION C or COND CONDUIT C/B or CB CIRCUIT BREAKER NEU, NEUT or N NEUTRAL CAT CATEGORY NF NON-FUSED CCT or CKT CIRCUIT NL NIGHT LIGHT CM CARBON MONOXIDE SENSOR NO NORMALLY OPEN CO CARBON MONOXIDE COMB COMBINATION OFF, OF, or OFC OFFICE CONF CONFERENCE OH OVERHEAD CP CEILING PROJECTOR OHD OVERHEAD DOOR CTC CABLE TERMINATION CABINET Cu or CU COPPER P POLE CU CONDENSING UNIT PA PUBLIC ADDRESS CUH CABINET UNIT HEATER PB PUSH BUTTON PH PHASE DC DIRECT CURRENT PLBG PLUMBING DC DISTRIBUTION CABINET PNL PANEL DP DISTRIBUTION PANEL PR or pr PAIR DISC DISCONNECT PRV POWER ROOF VENTILATOR DISP DISPOSAL PS PULL SWITCH DL DOCK LEVELER PS PROTECTION SCREEN DN or DWN DOWN PTZ PAN TILT ZOOM DR DOOR PVC POLYVINYL CHLORIDE DW DISHWASHER PWR POWER DWG DRAWING RCP REFLECTED CEILING PLAN EC ELECTRICAL CONTRACTOR REC or RECEPT RECEPTACLE EC ELECTRICAL CABINET REF or REFRIG REFRIGERATOR EF EXHAUST FAN RH RADIANT HEAT EH ELECTRICAL HEAT RH RANGE HOOD ELEC ELECTRIC OR ELECTRICAL RLY RELAY EHD ELECTRIC HAND DRYER RM ROOM EM or EMERG EMERGENCY RMS ROOT MEAN SQUARE EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NON-METALLIC TUBING SCC SHORT CIRCUIT CURRENT EUH ELECTRIC UNIT HEATER SD SMOKE DETECTOR EWC ELECTRIC WATER COOLER SFR SAFETY RECEPTACLE EX EXISTING SFTY SAFETY EXP EXPLOSION PROOF SHLD SHIELD OR SHIELDED SIG SIGNAL F or FUS FUSE OR FUSIBLE SMR SURFACE MOUNT RACEWAY FA FIRE ALARM SN SOLID NEUTRAL FAAP FIRE ALARM ANNUNCIATOR PANEL SP SUMP PUMP FACP FIRE ALARM CONTROL PANEL SPECS SPECIFICATIONS FBO FURNISHED BY OTHERS SPKR SPEAKER FL, FLU or FLUOR FLUORESCENT SPR SPLIT WIRE RECEPTACLE FLA FULL LOAD AMPERES SW SWITCH FVNR FULL VOLTAGE, NON-REVERSING SWBD SWITCH BOARD FVR FULL VOLTAGE, REVERSING TC TEMPERATURE CONTROL GC GENERAL CONTRACTOR TC TELEPHONE CABINET GD GARBAGE DISPOSAL TCC TEMPERATURE CONTROL CONTRACTOR GEN GENERATOR TEL TELEPHONE GFI or GFCI GROUND FAULT CIRCUIT INTERRUPTER TL TWIST LOCK GRC GALVANIZED RIGID CONDUIT TR, TRANS or TRANSFORMER GND or GRND GROUND TTB TELEPHONE TERMINATION BOARD TV TELEVISION H & AC HEATING & AIR CONDITIONING TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION H & V HEATING & VENTILATING TYP TYPICAL HA HANDICAP ACCESS DOOR HD HAND DRYER UG UNDERGROUND HID HIGH INTENSITY DISCHARGE UH UNIT HEATER HP HORSE POWER UV UNIT VENTILATOR HPS HIGH PRESSURE SODIUM HTG HEATING V VOLT HTR HEATER VFD VARIABLE FREQUENCY DRIVE HVAC HEATING, VENTILATION & AIR CONDITIONING W WATT HZ HERTZ (CYCLES/SEC) W/ WITH W/O WITHOUT IC INTERRUPTING CURRENT WP WEATHERPROOF IGR ISOLATED GROUND RECEPTACLE WTR or H20 WATER IMC INTERMEDIATE METAL CONDUIT WS WINDOW SHADE INC INCANDESCENT ISO ISOLATED OR ISOLATION XFMR TRANSFORMER J, JB or J-BOX JUNCTION BOX Y WYE CONNECTION KCMIL THOUSAND CIRCULAR MILS ɸ PHASE KV KILOVOLT KVA KILOVOLT - AMPERE ∆ DELTA KVAR KILOVOLT - AMPERE REACTIVE KW KILOWATT KWH KILOWATT - HOUR ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR, MOUNTING HEIGHTS INDICATED ON ARCH. WALL ELEVATIONS ORAS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED BELOW. ELECTRICAL SYMBOLS THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS MAY APPEAR ON THIS PROJECT. LIGHTING EMERGENCY CEILING SURFACE MOUNT FIXTURE CEILING SURFACE MOUNT FIXTURE. (Capital letter indicates fixture type. Small letter indicates switching. Typical for all fixture types). WALL FIXTURE PC LC TC EMERGENCY WALL FIXTURE RECESSED FIXTURE EMERGENCY RECESSED FIXTURE EXTERIOR POLE LIGHT BOLLARD LIGHT SURFACE MOUNT FIXTURE EMERGENCY SURFACE MOUNT FIXTURE EMERGENCY RECESSED FIXTURE RECESSED FIXTURE WALL FIXTURE FLOOD LIGHT TRACK LIGHT PHOTO ELECTRIC CELL LIGHTING CONTACTOR (54"M.H.) TIME CLOCK (60" M.H.) EMERGENCY LIGHTING W/BATTERY PACK CEILING EXIT LIGHT (FACE(S) SHADED, ARROW INDICATES CHEVRON) WALL EXIT LIGHT (FACE(S) SHADED, ARROW INDICATES CHEVRON) SINGLE POLE SWITCH (46" M.H.) OCCUPANCY SENSOR DOUBLE POLE SWITCH (46" M.H.) THREE-WAY SWITCH (46" M.H.) FOUR-WAY SWITCH (46" M.H.) SWITCH WITH PILOT (46" M.H.) KEY OPERATED SWITCH (46" M.H.) OS VARIABLE SPEED SWITCH FUSED SWITCH F S K P 4 3 2 a A DOS SINGLE CIRCUIT OCCUPANCY SENSOR SWITCH (46" M.H.) DIMMER SWITCH (46" M.H.) DUAL CIRCUIT OCCUPANCY SENSOR SWITCH (46" M.H.) D OS DOUBLE PUSH BUTTON STATION PUSH BUTTON STATION (62" M.H.) EMERGENCY SHUTDOWN PUSHBUTTON XX # POWER J P GAP ATS VFD VFD R M ISOLATED GROUND RECEPTACLE (18" M.H.) DUPLEX CONVENIENCE RECEPTACLE (18" M.H.) SINGLE RECEPTACLE (18" M.H.) DOUBLE DUPLEX CONVENIENCE RECEPTACLE (18" M.H.) SPLIT WIRED DUPLEX RECEPTACLE (18" M.H) TAMPER RESISTANT RECEPTACLE POWER RECEPTACLE PULL BOX JUNCTION BOX MOTOR DISCONNECT SWITCH GENERATOR ANNUNICIATOR PANEL AUTOMATIC TRANSFER SWITCH VARIABLE FREQUENCY DRIVE COMBINATION VARIABLE FREQUENCY DRIVE DISCONNECT MAGNETIC STARTER COMBINATION STARTER/DISCONNECT MOTOR THERMAL SWITCH RADIANT HEAT PANEL REMOTE HVAC SENSOR BASEBOARD OR COVE ELEC. HEAT ELECTRIC UNIT HEATER ELECTRIC CABINET UNIT HEATER MOTORIZED DAMPER BUS DUCT SURFACE MOUNT RACEWAY CEILING PADDLE FAN TYPE OF EQUIPMENT EMERGENCY DUPLEX RECEPTACLE TWIST LOCK RECEPTACLE GFI DUPLEX CONVENIENCE RECEPTACLE GFI DOUBLE DUPLEX CONVENIENCE RECEPTACLE SPECIAL PURPOSE OUTLET OR CONNECTION CORD/PLUG CEILING DUPLEX RECEPTACLE E FLUSH FLOOR DOUBLE DUPLEX RECEPTACLE FLUSH FLOOR MULTI-SERVICE OUTLET (WITH DEVICES INDICATED) CP MULTI-SERVICE POLE (WITH DEVICES INDICATED) FLUSH FLOOR DUPLEX RECEPTACLE TR TRANSFORMER M ELECTRIC METER SWITCHBOARD/DISTRIBUTION PANEL SECTION PANELBOARD OR LOAD CENTER PANELBOARD OR LOAD CENTER (EXISTING TO REMAIN) TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER CIRCUIT BREAKER FUSE H HUMIDISTAT T THERMOSTAT EQUIPMENT NUMBER SEE SCHEDULES B BLANK OUTLET CORD REEL TR GROUND CONDUIT UNDER GROUND, ON ROOF, IN WALL, OR CEILING SPACE. ARROWS INDICATE HOME RUNS TO PANEL. NUMBERS INDICATE PANEL AND CIRCUIT IN PANEL. PNL-1,2,3 TERMINATION BOARD - AS NOTED CEILING MOUNT DATA OUTLET TELEVISION OUTLET (18" M.H.) TELEPHONE/VOICE OUTLET (18" M.H.) SPECIAL EQUIPMENT CABINET-AS NOTED WALL PHONE (46" M.H.) INTERCOM CABLE TRAY DATA OUTLET (18" M.H.) CEILING MOUNT TELEVISION OUTLET COMBINATION VOICE/DATA OUTLET (18" M.H.) C TV TV C W TELECOM CEILING MOUNT WIRELESS ACCESS POINT WAP HEAT DETECTOR (RATE OF RISE) FIRE ALARM MANUAL STATION (46" M.H.) HEAT DETECTOR (FIXED TEMP. ONLY) F FIRE ALARM F D D SD SD SD BD BD RT HS FS PS TS FR RA DH MM CM CH F F H M S ST ST F C FAAP FACP UNITARY TYPE SMOKE DETECTOR SMOKE DETECTOR DUCT SMOKE DETECTOR BEAM DETECTOR TRANSMITTER BEAM DETECTOR RECEIVER REMOTE TEST STATION COMB HEAT/SMOKE DETECTOR PRESSURE SWITCH FLOW SWITCH TAMPER SWITCH FIRE ALARM CUT-OFF RELAY REMOTE ANNUNICIATOR DOOR HOLDER MONITOR MODULE CONTROL MODULE FIRE ALARM CHIME/STROBE FIRE ALARM HORN/STROBE (80"M.H) CEILING MOUNT FIRE ALARM HORN/STROBE MINI FIRE ALARM HORN/STROBE MINI FIRE ALARM HORN PROJECTION HORN FIRE ALARM STROBE (80" M.H.) CEILING MOUNT FIRE ALARM STROBE FIRE ALARM BELL (88" M.H.) COMBINATION FIRE/SMOKE DAMPER FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FIRE FIGHTER PHONE JACK C C U V V FIRE ALARM SPEAKER/STROBE (80"M.H) CEILING MOUNT FIRE ALARM SPEAKER/STROBE C SURFACE SPEAKER FLUSH SPEAKER PAGING HORN SOUND AND SECURITY S AMP VM VR VS ACP BAA AS DS DR MD SP KP CA IC RX COLUME CONTROL (46" M.H.) MICROPHONE OUTLET (18" M.H.) AUXILIARY OUTLET AMPLIFIER SURVEILLANCE VIDEO CAMERA CEILING MOUNTED SURVEILLANCE VIDEO CAMERA SURVEILLANCE VIDEO MONITOR SURVEILLANCE VIDEO CAMERA - PAN/TILT/ZOOM SURVEILLANCE VIDEO RECORDER SURVEILLANCE VIDEO SWITCHER ALARM CONTROL PANEL BURGLAR ALARM ANNUNCIATOR ANTENNA (AS NOTED) ALARM PANIC SWITCH DOOR RELEASE MECHANISM ALARM DOOR SWITCH ALARM MOTION DETECTOR ALARM SHUNT PAD ALARM KEYPAD CARD ACCESS SECURITY INTERCOM (54" M.H.) REQUEST EXIT PUSH BUTTON C S S V M AUX PTZ WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:23:47 PM E001 ASM 02/24/2015 13-CCLS/13022 ELECTRICAL COVER SHEET New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 ELECTRICAL SHEET INDEX Sheet Number Sheet Name E001 ELECTRICAL COVER SHEET E002 ELECTRICAL SITE PLAN E101 FIRST FLOOR PLAN - LIGHTING E102 SECOND FLOOR PLAN - LIGHTING E201 FIRST FLOOR PLAN - POWER E202 SECOND FLOOR PLAN - POWER E203 ROOF PLAN - POWER E301 FIRST FLOOR PLAN - SIGNAL E302 SECOND FLOOR PLAN - SIGNAL E410 ELECTRICAL DETAILS E420 ELECTRICAL DETAILS E510 ELECTRICAL SCHEDULES E520 ELECTRICAL SCHEDULES e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- T T E003 E001 H1-1 S S S S IT 119 SERVICE DISCONNECT AND CT CABINET L3-45 L3-47 L3-49 E006 E007 E002 E004 E005 (TYP.) E001 E001 E001 3"ø 4"ø 4"ø REFER TO 2ND FLOOR LIGHTING PLAN REFER TO 2ND FLOOR LIGHTING PLAN DETECTABLE RED MARKER TAPE PVC CONDUIT FINISH GRADE TRENCH & BACKFILL (24") 6" APPROX. MIN. 6 FINISHED SOIL/MULCH ELEVATED PLANTER WALL PVC-COATED GRC SWEEP 3/4" PVC-COATED GRC; BRING UP INTO PLANTER AS CLOSE TO EDGE AS POSSIBLE. WEATHERPROOF BOX WITH 15A DUPLEX GFI RECEPTACLE (5A FUSED IN PULL BOX) WITH CAST WP COVER AS SPECIFIED. BOTTOM OF BOX SHALL BE A MINIMUM OF 2" HIGHER THAN TOP OF DECORATIVE CAP. SECURE TO C-CHANNEL WITH TWO 1/4" GASKETED BOLTS THROUGH BACK OF BOX. 3/4" PVC CONDUIT DECORATIVE CAP NOT SHOWN 5.4 POUND 4" X 1.584" X 0.184" C- CHANNEL POST LENGTH AS REQUIRED, POWDER COATED BLACK. SECURE TO PLANTER WALL. INSTALL A MINIMUM OF 24" BELOW FINISHED SOIL ELEVATION. 2' WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:44 PM E002 ASM 02/24/2015 13-CCLS/13022 ELECTRICAL SITE PLAN New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N GENERAL ELECTRICAL SITE NOTES A IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UNDERGROUND UTILITIES AND EXERCISE CARE IN EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES WHETHER SHOWN ON THESE DRAWINGS OR NOT, SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. B CALL BEFORE YOU DIG: CALL WYOMING ONE-CALL (1-[PHONE REDACTED]) AND CALL BEFORE YOU DIG OF WYOMING (1-[PHONE REDACTED]) TO LOCATED THE UTILITIES. NO TRENCHING OR EXCAVATION OPERATIONS SHALL TAKE PLACE UNTIL ALL UTILITIES HAVE BEEN CONTACTED AND LOCATIONS AND ELEVATIONS OF THE UTILITIES CONFIRMED. 1" = 20'-0" 1 ELECTRICAL SITE PLAN ELECTRICAL SPECIFIC NOTES E001 HOMERUN THROUGH EXTERIOR LIGHTING CONTACTOR. REFER TO DETAIL. E002 PROVIDE UNDERGROUND 4" CONDUITS WITH FROM IT 119 TO UTILITY POINT OF CONNECTION ACROSS ALLEY FOR BUILDING COMMUNICATION SERVICE. COORDINATE WITH SERVICE PROVIDER. E003 PROVIDE 1" CONDUIT FROM LIGHT POLE STUBBED OUT 5' FOR FUTURE RECIRCUITING TO BANK. E004 PROVIDE UNDERGROUND 3" CONDUIT FROM IT 119 TO UTILITY POINT OF CONNECTION FOR TV SERVICE. COORDINATE WITH TELEVISION PROVIDER. E005 RAISED PLANTER POST RECEPTACLE. REFER TO DETAIL ON THIS SHEET. E006 EXISTING OVERHEAD CENTURY LINK SERVICE LINE TO BE RELOCATED TO EAST SIDE OF ALLEY. ELECTRICAL CONTRACTOR SHALL INCLUDE ANY COSTS ASSOCIATED WITH THIS RELOCATION AS A SEPERATE LINE ITEM IN THE BID. COORDINATE REQUIREMENTS WITH PROVIDER, OWNER, AND CIVIL. E007 PROPOSED LOCATION OF UTILITY COMPANY OVERHEAD TRANSFORMER LOCATION. COORDINATE EXACT LOCATION PRIOR TO BID. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, TRENCH, AND BACKFILL FROM BUILDING SERVICE POINT TO POLE PER UTILITY REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LONG RADIUS FIBERGLASS SWEEP TO ABOVE GRADE AT BASE OF POLE. CONDUIT ON POLE AND SECONDARY CONDUCTORS FROM TRANSFORMERS TO CT CABINET PROVIDED BY UTILITY. REFER TO POWER DISTRIBUTION DIAGRAM. NO SCALE 2 TYPICAL TRENCH DETAIL NO SCALE 3 ELEVATED PLANTER DETAIL e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- UP OS OS OS OS OS OS OS TC LC 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 G G F F E E D D C.5 C.5 C C B B A A Book Sorter 104 New Material Browsing 102 R.R. 118 Storage 116 Jan Storage 117 WP FROM POWER PLAN H H WE L d,e L d,e L d,e L d,e L d,e LE d,e L d,e L d,e L d,e L d,e L d,e L d,e L d,e L d,e LE d,e LE a,b L a,b L a,b L a,b L a,b L a,b L c,d L c,d L c,d L c,d LE c,d LE c,d L c,d L c,d L c,d L c,d LE c,d LE c,d LE c,d L c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d LE c,d D a DE NL DE NL D a D a D a D a DE NL D a D a D a D a D a DE NL D a D a D a DE NL D a D a D a D a DE NL D a D a D a D a D a DE NL DE NL D a D a D a D a DE NL F C C A2E a K A1E F F D F K A2E NL A2 a A2E NL D a DE NL F FE F F F A1E R1 R1 R3 R1 R1 R1 R1 R1 L c,d D a D a D a DE NL D a DE NL D a DE NL D a DE NL N b N b NE NL P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b L c,d L a,b L a,b LE a,b X1 XB XB X1 X1 X1 X1 X1 X1 X1 X1 R1 R1 R2 R2 R1 R1 R1 R1 R1 R1 R1 R1 R1 R2 R2 R1 R1 R1 R3 R1 R1 R1 R1 R1 GE GE T T OS OS 3 3 4 3,a 3,d 3,d e D,f 3,a b D,c OS Maker Space(s) 122 ER ER L2 L1 H1 L1-24 A1E NL A1 A1 A1 A1 A1 A1 FE NL A2E NL A2 B A2 A2 A2 A2E A2 B AD AD AD AD AD ADE AD AD AD AD AD ADE AD AD AD F F FE NL F F F FE L2 L2 L2 TO LIGHTING ABOVE E111 E111 E102 E102 E101 E101 E101 D D R1 R1 E112 E101 H1-5 H1-7 H1-3 E103 R1 4,a 4,b c d 3,b 3,a H1-13 3,b 3,a H1-9 H1-11 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 E101 D f D f D f D f D f D f D f D f D f D f D f D f D f D f D f D c D c D c D c D c D c D c D c D c D c D f TO SOFFIT LIGHTS ABOVE TO SOFFIT LIGHTS ABOVE WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:23:51 PM E101 ASM 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - LIGHTING New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1/8" = 1'-0" 1 FIRST FLOOR PLAN - LIGHTING N GENERAL LIGHTING NOTES A COORDINATE ALL WALL MOUNTED FIXTURE ELEVATIONS, EVEN IF A HEIGHT IS INDICATED IN LIGHTING FIXTURE SCHEDULE, WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH-IN. B PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. C SHADED FIXTURES ARE FED BY EMERGENCY BATTERIES - EITHER INTEGRAL TO FIXTURE OR REMOTE AS INDICATED. THESE FIXTURES SHALL BE SWITCHED WITH OTHER FIXTURES AS SHOWN UNLESS OTHERWISE NOTED; ALL EMERGENCY FIXTURES SHALL ILLUMINATE UPON LOSS OF UTILITY POWER REGARDLESS OF SWITCH/CONTROL STATUS. D EXTERIOR FIXTURES WITH EMERGENCY SOURCE BACKUP SHALL BE WIRED SUCH THAT THEY ARE SWITCHED WITH THE OTHER EXTERIOR LIGHTS VIA THE EXTERIOR LIGHTING CONTACTOR, BUT ILLUMINATE UPON LOSS OF UTILITY POWER REGARDLESS OF CONTACTOR STATUS. PROVIDE INTERCONNECTIONS AND ACCESSORIES AS REQUIRED. E UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, CEILING-MOUNTED OCCUPANCY SENSORS SHALL BE WIRED AHEAD OF LOCAL LIGHT SWITCHES SO THAT POWER IS PRESENT AT THE SENSOR REGARDLESS OF SWITCH POSITION(S). ELECTRICAL SPECIFIC NOTES E101 WIRE FIXTURE FOR CONTINUOUS OPERATION. E102 FIXTURE IS EQUIPPED WITH AN INTEGRAL OCCUPANCY SENSOR, FIXTURE SHALL BE WIRED FOR CONTINUOUS OPERATION AND SHALL DIM TO 50% WHEN NO OCCUPANCY IS DETECTED AFTER A TIME DELAY. E103 HOMERUN THROUGH EXTERIOR LIGHTING CONTACTOR. REFER TO DETAIL. E111 INSTALL 120" ABOVE FINSHED FLOOR OF LEVEL 1. E112 EXIT LIGHT SHALL BE MOUNTED ON MULLION, CONCEAL WIRE WITHIN. COORDINATE. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- REF. OS OS OS OS OS 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 G G F F E E D D C.5 C.5 C C B B A A Cust. 209 R.R. 208 R.R. 207 Stair S-W-2 Quiet Reading 201 Elevator Closet 209-A E104 E109 L3-19 H H L3-17 MOUNT ON WALL ABOVE DOOR WE WE WE M b M b ME b M b M b M b ME b LE c,d LE c,d L c,d L c,d L c,d LE c,d LE c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d LE c,d L c,d LE c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d L c,d LE c,d L c,d L c,d L c,d LE c,d L c,d L c,d LE c,d L c,d L c,d L c,d L c,d D a DE a D a D a D a DE a D a D a DE a D a D a D a D a D a D a DE a D a D a D a D a DE NL D a D a DE a D a D a D a D a DE a BE B BE B a BE a B a A2 A2 A2 A2 B BE B B A2E A2 A2 A2 A2 A2 A2E A2 A2 A2 A2 A2 A2 A2 A2E A2 A2 A2 A2 A2E A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 AD ADE AD AD AD AD D D D F F F P1 a P1 a P1 a P1 a P1 P1 a F F L c,d L c,d LE c,d L c,d P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1E b P1 b P1 b P1E b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1 b P1E b P1 b P1E b M M b M b P1 a X1 X1 X1 X1 X1 X1 X1 X1 F P3 P3 P3 P3 P3 P3 P2 P2 P2 R3 R2 R2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 N NE N GE GE T T 3 3 OS D,a D,b D D OS OS OS OS 3 3 D D L2-39 E102 E102 E110 FROM LIGHTING BELOW D a a,b a,b a,b a,b a a b b H1-21 3 3 OS H1-23 ER H1-19 H1-17 3,a 3,b 3,c 3,d FROM FIXTURE TYPES P1 AND D TO SWITCH TO SWITCH 3,a 3,b 3,c 3,d H1-15 E101 E101 E101 E101 (TYP.) (TYP.) FROM LIGHTS BELOW FROM LIGHTS BELOW DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA X2 X2 X1 D WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:23:55 PM E102 ASM 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - LIGHTING New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N 1/8" = 1'-0" 1 SECOND FLOOR PLAN - LIGHTING GENERAL LIGHTING NOTES A COORDINATE ALL WALL MOUNTED FIXTURE ELEVATIONS, EVEN IF A HEIGHT IS INDICATED IN LIGHTING FIXTURE SCHEDULE, WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH-IN. B PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. C SHADED FIXTURES ARE FED BY EMERGENCY BATTERIES - EITHER INTEGRAL TO FIXTURE OR REMOTE AS INDICATED. THESE FIXTURES SHALL BE SWITCHED WITH OTHER FIXTURES AS SHOWN UNLESS OTHERWISE NOTED; ALL EMERGENCY FIXTURES SHALL ILLUMINATE UPON LOSS OF UTILITY POWER REGARDLESS OF SWITCH/CONTROL STATUS. D EXTERIOR FIXTURES WITH EMERGENCY SOURCE BACKUP SHALL BE WIRED SUCH THAT THEY ARE SWITCHED WITH THE OTHER EXTERIOR LIGHTS VIA THE EXTERIOR LIGHTING CONTACTOR, BUT ILLUMINATE UPON LOSS OF UTILITY POWER REGARDLESS OF CONTACTOR STATUS. PROVIDE INTERCONNECTIONS AND ACCESSORIES AS REQUIRED. E UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, CEILING-MOUNTED OCCUPANCY SENSORS SHALL BE WIRED AHEAD OF LOCAL LIGHT SWITCHES SO THAT POWER IS PRESENT AT THE SENSOR REGARDLESS OF SWITCH POSITION(S). ELECTRICAL SPECIFIC NOTES E101 WIRE FIXTURE FOR CONTINUOUS OPERATION. E102 FIXTURE IS EQUIPPED WITH AN INTEGRAL OCCUPANCY SENSOR, FIXTURE SHALL BE WIRED FOR CONTINUOUS OPERATION AND SHALL DIM TO 50% WHEN NO OCCUPANCY IS DETECTED AFTER A TIME DELAY. E104 CONNECTION FOR ELEVATOR CAB LIGHTING. HOMERUN VIA FUSED SWITCH IN ELEVATOR CLOSET. REFER TO POWER PLAN. E109 HOMERUN VIA FUSED SWITCH IN ELEVATOR CLOSET. REFER TO POWER PLAN. E110 INSTALL 84" ABOVE LANDING BETWEEN LEVELS. 120" AFF 132" AFF 96" AFF 132" AFF 108" AFF 120" AFF e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- UP M C C J J J J J J J J J J J TR TR TR TR TR J J FACP 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 FC 1 FC 2 FC 5 FC 7 FC 8 FC 13 FC 14 FC 17 FC 18A G G F F E E D D C.5 C.5 C C B B A A L4 L3 L2 L1 LDP T1 HDP H1 SERVICE DISCONNECT, CT CABINET, AND UTILITY METER New Material Browsing 102 Book Sorter 104 ac ac ac ac ac EWH 1 WP ac ac ac 48" 48" 48" 48" 48" 48" 48" E208 E217 E210 E206 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 Storage 116 Jan Storage 117 ac ac ac ac ac WP WP WP WP E216 E208 E208 E208 L4-1,3,5 L4-2,4,6 Maker Space(s) 122 L4-8,10,12 L4-7,9,11 L4-14,16,18 L4-13,15,17 L3-11 TO LIGHTING PLAN L1-2 L3-1 L3-3 L1-5 L1-8 L1-3 L1-13 L1-11 L3-5 L3-7 FUTURE PROJECTOR FUTURE PROJECTOR L1-17 36" L1-15 L1-19 E205 E205 E205 E205 E211 E211 L1-27 L1-21 L1-23 L1-25 E205 L1-4 L1-6 L1-12 L1-22 35 29 37 31 39 33 L1- L1-10 L1-14 L1-16 L1-20 L1-18 FC 10 FC 11 BS 10 BS 11 BS 9 FC 18B BS 14 BS 8 BS 7 BS 5 FC 6 BS 6 BS 4 FC 4 FC 16 BS 12 FC 15 BS 1 BS 3 AD 1 BS 2 Book Return 115A L1-9 L1-7 E216 BS 27 FC 9 BS 13 FC 12 FC 3 L3-12,14 L3-33,35 E208 L3-9 L3-4,6 E207 L3-41,43 L3-37,39 L3-21,23 L3-25,27 L3-29,31 L3-16 L3-2 2"ø L3-10 E215 CP 1 L3-8 T T T T T T T T T T T T T T WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:23:59 PM E201 ASM 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - POWER New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N 1/8" = 1'-0" 1 FIRST FLOOR PLAN - POWER GENERAL POWER NOTES A ELEVATOR CONTRACTOR WILL MAKE FINAL TERMINATIONS FOR MAIN ELEVATOR POWER, CAB LIGHTING CIRCUIT, AND CABLING FOR RECALL OPERATIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO NEW ELEVATOR CONTROLLER AS NOTED AND AS REQUIRED AND PROVIDE ADEQUATE CONDUCTOR/CABLE LENGTH FOR FINAL TERMINATIONS TO BE MADE. COORDINATE. B THE LOCKABLE FUSED SWITCHES TO BE PROVIDED IN THE ELEVATOR EQUIPMENT ROOM SHALL NOT EMPLOY TEMPORARY OR REMOVABLE LOCKING PROVISIONS PER NEC ARTICLE 620. C ALL ELEVATOR WORK SHALL BE IN ACCORDANCE WITH NEC ARTICLE 620 AND ASME A17.1-2007, SAFETY CODE FOR ELEVATORS AND ESCALATORS. D PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. E COORDINATE ALL TV LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. F PROVIDE 120V POWER THROUGH FIRE ALARM CONTROL MODULES FOR ALL COMBINATION DAMPERS AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR. G CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH EQUIPMENT SUCH THAT EQUIPMENT FEEDERS ROUTE THROUGH MECHANICAL SHAFTS AND EQUIPMENT CURBS. COORDINATE WITH MECHANICAL. H PORTIONS OF BOTH FLOORS ARE BEING PROVIDED WITH A RAISED FLOOR SYSTEM. ALL COMPONENTS OF THE RAISED FLOOR SYSTEM INCLUDING THE POWER DISTRIBUTION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE GC TO ENSURE THAT ALL ELECTRICAL COMPONENTS OF THE RAISED FLOOR SYSTEM OUTLINED ON THIS SHEET HAVE BEEN ACCOUNTED FOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN UNDERFLOOR POWER DISTRIBUTION SYSTEM AS OUTLINED IN THE SPECIFIC NOTES ON THIS SHEET. THE GENERAL CONTRACTOR SHALL PROVIDE, AS A PART OF THE UNDERFLOOR POWER DISTRIBUTION SYSTEM, 50 EACH ASM MODULAR FLOOR BOXES MODEL #ASM8902-2. PROVIDE 50 EACH ASM 22 FT INDEPENDENT NEUTRAL JUMPER CABLES, ASM MODEL #ASM8177-2-264. THE ELECTRICAL CONTRACTOR SHALL INSTALL FLOOR BOXES AND JUMPER CABLES IN LOCATIONS AS DIRECTED BY THE OWNER AND ARCHITECT. COORDINATE. I THERMOSTATS SHOWN FOR ROUGH-IN AND COORDINATION PURPOSES ONLY. T-STATS PROVIDED BY MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS PRIOR TO ROUGH-IN. ELECTRICAL SPECIFIC NOTES E205 PROVIDE CONNECTION FOR INFRARED FLUSH VALVES AND FAUCETS. CONNECT INFRARED UNIT AND SOLENOID. PROVIDE ALL ACCESSORIES AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. COORDINATE WITH MECHANICAL. E206 COORDINATE LOCATIONS OF ALL RECEPTACLES, POWER DROPS, AND POWER CONNECTIONS IN THIS ROOM WITH TELECOMMUNICATIONS VENDORS AND EQUIPMENT RACKS. E207 DEDICATED OUTLET FOR IRRIGATION CONTROLS. PROVIDE A 2" CONDUIT FROM CUSTODIAL ROOM TO 5' OUTSIDE OF BUILDING FOR IRRIGATION CONTROL WIRES. COORDINATE ROUTING WITH LANDSCAPE CONTRACTOR. E208 CONNECTION TO POWER OPERATED DOORS. PROVIDE ALL REQUIRED MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL INSTALLATION. COORDINATE ADDITIONAL REQUIREMENTS WITH DOOR OPERATOR VENDOR, GENERAL CONTRACTOR, AND ARCHITECT. E210 PROVIDE APPROVED MAIN TELECOMMUNICATION GROUNDING BUSBAR. PROVIDE A #2 AWG COPPER GROUND TIED TO THE BUILDING GROUNDING ELECTRODE SYSTEM. BOND ALL RACKS AND EQUIPMENT AS REQUIRED. E211 PROVIDE SINGLE GANG BOX WITH 1/2" CONDUIT TO ABOVE CEILING FOR FUTURE MOTORIZED PROJECTION SCREEN CONTROL SWITCH. MOUNT AT SAME HEIGHT AS LIGHT SWITCH. PROVIDE BLANK COVER FOR J-BOX AND PLASTIC BUSHING AT END OF CONDUIT. E215 PROVIDE DEDICATED 120V CONNECTION FOR LIFT. COORDINATE CONNECTION (RECEPTACLE OR HARDWIRE) AND LOCATION WITH ARCHITECT AND EQUIPMENT PRIOR TO ROUGH-IN. E216 PROVIDE ASM ZONE DISTRIBUTION BOX, #ASM8913-2, BELOW RAISED FLOOR SYSTEM. E217 IN ELEVATOR PIT. COORDINATE FINAL LOCATION WITH ELEVATOR CONTRACTOR. HOMERUN VIA FUSED SWITCH IN ELEVATOR CLOSET. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- REF. J J J J J J TR TR TR 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 Quiet Reading 201 Stair S-W-2 G G F F E E D D C.5 C.5 C C B B A A R.R. 207 R.R. 208 Cust. 209 Elevator Closet 209-A FC 33 48" 48" FC 34 FC 22 FC 23 FC 30 FC 29 48" 36" ac ac ac ac ac FC 26 FC 24 48" WP E204 E203 E201 E202 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 E216 CONNECTION FOR FIREPLACE L4-20,22,24 L4-19,21,23 L4-38,40,42 L4-37,39,41 L4-32,34,36 L4-31,33,35 L4-25,27,29 L4-26,28,30 84" L3-15 L2-1 E218 L2-3 L2-7 L2-9 HDP-3 L3-13 L2-5 L2-13 L2-11 E205 E205 E205 L2-15 L2-17 L2-19 L2-21 L2-29 L2-25 L2-23 L2-27 FC 31 FC 19 L2-31 L2-33 L2-35 L2-37 FC 32B FC 32A FC 20 FC 25 FC 21 FC 27 EF 1 L3-18 LDP-5 H 1 BS 23 BS 24 BS 21 BS 26 BS 25 BS 28 BS 29 BS 18 BS 15 BS 19 BS 20 BS 16 BS 22 CLEAN AGENT CONTROL PANEL L3-20 E219 FC 28 L3-34,36 L3-30,32 L3-22,24 L3-26,28 L3-42,44 L3-38,40 H T T T T T T T T T T T T T WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:02 PM E202 ASM 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - POWER New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N 1/8" = 1'-0" 1 SECOND FLOOR PLAN - POWER GENERAL POWER NOTES A ELEVATOR CONTRACTOR WILL MAKE FINAL TERMINATIONS FOR MAIN ELEVATOR POWER, CAB LIGHTING CIRCUIT, AND CABLING FOR RECALL OPERATIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO NEW ELEVATOR CONTROLLER AS NOTED AND AS REQUIRED AND PROVIDE ADEQUATE CONDUCTOR/CABLE LENGTH FOR FINAL TERMINATIONS TO BE MADE. COORDINATE. B THE LOCKABLE FUSED SWITCHES TO BE PROVIDED IN THE ELEVATOR EQUIPMENT ROOM SHALL NOT EMPLOY TEMPORARY OR REMOVABLE LOCKING PROVISIONS PER NEC ARTICLE 620. C ALL ELEVATOR WORK SHALL BE IN ACCORDANCE WITH NEC ARTICLE 620 AND ASME A17.1-2007, SAFETY CODE FOR ELEVATORS AND ESCALATORS. D PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. E COORDINATE ALL TV LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. F PROVIDE 120V POWER THROUGH FIRE ALARM CONTROL MODULES FOR ALL COMBINATION DAMPERS AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR. G CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH EQUIPMENT SUCH THAT EQUIPMENT FEEDERS ROUTE THROUGH MECHANICAL SHAFTS AND EQUIPMENT CURBS. COORDINATE WITH MECHANICAL. H PORTIONS OF BOTH FLOORS ARE BEING PROVIDED WITH A RAISED FLOOR SYSTEM. ALL COMPONENTS OF THE RAISED FLOOR SYSTEM INCLUDING THE POWER DISTRIBUTION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE GC TO ENSURE THAT ALL ELECTRICAL COMPONENTS OF THE RAISED FLOOR SYSTEM OUTLINED ON THIS SHEET HAVE BEEN ACCOUNTED FOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN UNDERFLOOR POWER DISTRIBUTION SYSTEM AS OUTLINED IN THE SPECIFIC NOTES ON THIS SHEET. THE GENERAL CONTRACTOR SHALL PROVIDE, AS A PART OF THE UNDERFLOOR POWER DISTRIBUTION SYSTEM, 50 EACH ASM MODULAR FLOOR BOXES MODEL #ASM8902-2. PROVIDE 50 EACH ASM 22 FT INDEPENDENT NEUTRAL JUMPER CABLES, ASM MODEL #ASM8177-2-264. THE ELECTRICAL CONTRACTOR SHALL INSTALL FLOOR BOXES AND JUMPER CABLES IN LOCATIONS AS DIRECTED BY THE OWNER AND ARCHITECT. COORDINATE. I THERMOSTATS SHOWN FOR ROUGH-IN AND COORDINATION PURPOSES ONLY. T-STATS PROVIDED BY MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS PRIOR TO ROUGH-IN. ELECTRICAL SPECIFIC NOTES E201 ELEVATOR CONTROL PANEL BY ELEVATOR CONTRACTOR. FEED CONTROLLER FROM ASSOCIATED ELEVATOR DISCONNECT. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT. FINAL TERMINATIONS SHALL BE MADE BY ELEVATOR CONTRACTOR. COORDINATE. E202 PROVIDE ELEVATOR SHUNT TRIP DISCONNECT PER STARTER/DISCONNECT SCHEDULE FUSED PER ELEVATOR NAMEPLATE, WITH AUXILIARY CONTACT (CONTROL VOLTAGE) TO INTERFACE WITH ELEVATOR EMERGENCY LOWERING DEVICE SUCH THAT WHEN THE DISCONNECT IS TURNED OFF, THE EMERGENCY DEVICE IS DEACTIVATED. COORDINATE EXACT AUXILIARY CONTACT REQUIREMENTS WITH ELEVATOR CONTRACTOR. E203 PROVIDE LOCKABLE FUSED SWITCHES FOR ELEVATOR PIT POWER (REC AND LIGHT), ELEVATOR CAB LIGHTS, UPPER HOISTWAY LIGHTS, AND ELEVATOR MACHINE RECEPTACLE (FOUR CIRCUITS TOTAL). ROUTE CIRCUITS FEEDING THESE ITEMS THROUGH FUSIBLE SWITCHES (ROUTING NOT SHOWN) AS REQUIRED BY ELEVATOR SUPPLIER. PROVIDE ENGRAVED LABEL AT EACH FUSED SWITCH - ONE READING “ELEVATOR PIT POWER,” ONE READING "ELEVATOR CAB LIGHTS," ONE READING "UPPER HOISTWAY LIGHT," AND ONE READING "ELEVATOR MACHINE RECEPTACLE." FINAL TERMINATIONS TO ELEVATOR CAB LIGHTS SHALL BE MADE BY ELEVATOR CONTRACTOR. COORDINATE WITH ELEVATOR SUPPLIER AND INSTALLER. E204 MOUNT RECEPTACLE AT ELEVATOR MACHINE IN THE TOP OF THE HOISTWAY. HOMERUN VIA FUSED SWITCH IN ELEVATOR CLOSET. COORDINATE WITH ELEVATOR CONTRACTOR. E205 PROVIDE CONNECTION FOR INFRARED FLUSH VALVES AND FAUCETS. CONNECT INFRARED UNIT AND SOLENOID. PROVIDE ALL ACCESSORIES AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. COORDINATE WITH MECHANICAL. E216 PROVIDE ASM ZONE DISTRIBUTION BOX, #ASM8913-2, BELOW RAISED FLOOR SYSTEM. E218 120V CONNECTION FOR GAS FIRE PLACE. COORDINATE EXACT LOCATION OF CONTROL SWITCH WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN. PROVIDE INTERCONNECTIONS BETWEEN SWITCH AND FIRE PLACE AS REQUIRED. E219 EPO SWITCH PROVIDED BY MC WITH CLEAN AGENT SYSTEM. EPO SWITCH SHALL CUT POWER TO ALL LIGHTING FIXTURES, DEVICES, ETC. LOCATED IN ARCHIVE ROOM UPON ACTIVATION OF THE CLEAN AGENT SYSTEM. PROVIDE ALL ACCESSORIES AS REQUIRED TO INTERCEPT ALL CIRCUITS ENTERING ROOM INCLUDING CONTACTS, RELAYS, SHUNT TRIPS, ETC. FOR A FULLY FUNCTIONAL SYSTEM. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- VFD 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C.5 C.5 C C B B A A RTU 1 CU 3 CU 2 CU 1 E214 E214 E214 E213 WP WP L3-51 HDP-7 HDP-6 HDP-5 HDP-4 WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:05 PM E203 ASM 02/24/2015 13-CCLS/13022 ROOF PLAN - POWER New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N GENERAL POWER NOTES A ELEVATOR CONTRACTOR WILL MAKE FINAL TERMINATIONS FOR MAIN ELEVATOR POWER, CAB LIGHTING CIRCUIT, AND CABLING FOR RECALL OPERATIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO NEW ELEVATOR CONTROLLER AS NOTED AND AS REQUIRED AND PROVIDE ADEQUATE CONDUCTOR/CABLE LENGTH FOR FINAL TERMINATIONS TO BE MADE. COORDINATE. B THE LOCKABLE FUSED SWITCHES TO BE PROVIDED IN THE ELEVATOR EQUIPMENT ROOM SHALL NOT EMPLOY TEMPORARY OR REMOVABLE LOCKING PROVISIONS PER NEC ARTICLE 620. C ALL ELEVATOR WORK SHALL BE IN ACCORDANCE WITH NEC ARTICLE 620 AND ASME A17.1-2007, SAFETY CODE FOR ELEVATORS AND ESCALATORS. D PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. E COORDINATE ALL TV LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. F PROVIDE 120V POWER THROUGH FIRE ALARM CONTROL MODULES FOR ALL COMBINATION DAMPERS AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR. G CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH EQUIPMENT SUCH THAT EQUIPMENT FEEDERS ROUTE THROUGH MECHANICAL SHAFTS AND EQUIPMENT CURBS. COORDINATE WITH MECHANICAL. H PORTIONS OF BOTH FLOORS ARE BEING PROVIDED WITH A RAISED FLOOR SYSTEM. ALL COMPONENTS OF THE RAISED FLOOR SYSTEM INCLUDING THE POWER DISTRIBUTION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE GC TO ENSURE THAT ALL ELECTRICAL COMPONENTS OF THE RAISED FLOOR SYSTEM OUTLINED ON THIS SHEET HAVE BEEN ACCOUNTED FOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN UNDERFLOOR POWER DISTRIBUTION SYSTEM AS OUTLINED IN THE SPECIFIC NOTES ON THIS SHEET. THE GENERAL CONTRACTOR SHALL PROVIDE, AS A PART OF THE UNDERFLOOR POWER DISTRIBUTION SYSTEM, 50 EACH ASM MODULAR FLOOR BOXES MODEL #ASM8902-2. PROVIDE 50 EACH ASM 22 FT INDEPENDENT NEUTRAL JUMPER CABLES, ASM MODEL #ASM8177-2-264. THE ELECTRICAL CONTRACTOR SHALL INSTALL FLOOR BOXES AND JUMPER CABLES IN LOCATIONS AS DIRECTED BY THE OWNER AND ARCHITECT. COORDINATE. I THERMOSTATS SHOWN FOR ROUGH-IN AND COORDINATION PURPOSES ONLY. T-STATS PROVIDED BY MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS PRIOR TO ROUGH-IN. 1/8" = 1'-0" 1 ROOF PLAN - POWER ELECTRICAL SPECIFIC NOTES E213 VFD PROVIDED WITH UNIT DISCONNECT, BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONNECTIONS BETWEEN THE VFD AND EQUIPMENT AS REQUIRED. COORDINATE WITH MC. E214 DISCONNECT PROVIDE WITH UNIT BY MECHANICAL CONTRACTOR. PROVIDE ALL INTERCONNECTIONS AS REQUIRED. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- UP FAAP F F F F ST ST ST F F F F ST F F F F F F ST F ST ST PS FS TS TS TS ST J F F F SD C D C SD C SD C SD C SD C SD C D C SD C FACP J J C C SD C 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C.5 C.5 C C B B A A Children's Collections 123 SW Vestibule 101 Hold Material/Pick Up 103 Corridor 105 R.R. 106 Custodial 107 R.R. 108 Vestibule 109 Kitchen 110 Storage 111 Vend/Cafe Seating and Reading 111 Meeting 1 112 Meeting 2 113 Shipping/Receiving 114 Stair S-N-1 Staff 115 Electrical 120 IT 119 Multi-Purpose / Children's Story 121 L4 L3 L2 L1 LDP T1 HDP H1 FLOOR MOUNT EQUIP. RACK (TYP.) PLYWOOD BACKBOARD New Material Browsing 102 Book Sorter 104 WP W W ac E308 E306 E310 E304 E305 E313 E302 PIV E312 E313 E313 E313 E313 E313 E313 E313 E313 E313 E313 E313 E313 E313 E313 E313 UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF Storage 116 R.R. 118 Jan Storage 117 ac ac ac E313 UF Book Return 115A E311 E311 TELEPHONE AND TELEVISION SERVICE CONDUITS 4"ø 4"ø 3"ø WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:08 PM E301 ASM 02/24/2015 13-CCLS/13022 FIRST FLOOR PLAN - SIGNAL New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N 1/8" = 1'-0" 1 FIRST FLOOR PLAN - SIGNAL GENERAL SIGNAL NOTES A ELEVATOR CONTRACTOR WILL MAKE FINAL TERMINATIONS FOR MAIN ELEVATOR POWER, CAB LIGHTING CIRCUIT, AND CABLING FOR RECALL OPERATIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO NEW ELEVATOR CONTROLLER AS NOTED AND AS REQUIRED AND PROVIDE ADEQUATE CONDUCTOR/CABLE LENGTH FOR FINAL TERMINATIONS TO BE MADE. COORDINATE. B ALL ELEVATOR WORK SHALL BE IN ACCORDANCE WITH NEC ARTICLE 620 AND ASME A17.1-2007, SAFETY CODE FOR ELEVATORS AND ESCALATORS. C PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. D PROVIDE 120V POWER THROUGH FIRE ALARM CONTROL MODULES FOR ALL COMBINATION DAMPERS AS REQUIRED. DUCT SMOKE DETECTORS SHALL BE INSTALLED WITHIN 3’ OF ALL COMBINATION DAMPERS. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE REMOTE TEST STATIONS FOR ALL DUCT SMOKE DETECTORS PER SPECIFICATIONS. E SMOKE DETECTORS SHALL BE A MINIMUM OF 3’ FROM ALL SUPPLY AND RETURN DIFFUSERS. COORDINATE WITH MECHANICAL. F COORDINATE ALL TV LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. G ALL ROUGH-INS FOR VOICE/DATA OUTLETS AND/OR OTHER LOW VOLTAGE ROUGH-INS IN FIRE RATED AND/OR CMU WALLS SHALL CONSIST OF DEEP 4X4 STEEL ELECTRICAL BOXES WITH 1" CONDUIT TO CEILING SPACE ABOVE OR BELOW RAISED FLOOR SYSTEM, DEPENDING ON LEVEL AND LOW-VOLTAGE SYSTEM, AND SHALL BE IN COMPLIANCE WITH 2006 IBC 712.3.2. ROUGH-INS IN NON FIRE RATED WALLS SHALL CONSIST OF LOW VOLTAGE MOUNTING BRACKETS AS SPECIFIED. H THE ELECTRICAL CONTRACTOR SHALL PROVIDE EACH FLOOR BOX AS OUTLINED IN GENERAL POWER NOTE H ON THE POWER PLANS WITH TWO 20 FOOT CAT 6 CABLES PATCH CORDS FOR CONNECTION TO CONSILIDATION POINT BOX DESCRIBED IN THE SPECIFIC NOTES ON THIS SHEET. THE ELECTRICAL CONTRACTOR SHALL TERMINATE THE CAT 6 CABLE PATCH CORDS TO EACH FLOOR BOX. PROVIDE APPROPRIATE JACKS AND COVER PLATES IN EACH BOX. ELECTRICAL SPECIFIC NOTES E302 PROVIDE HEAT DETECTOR WITHIN 2’ OF EACH SPRINKLER HEAD IN ELEVATOR EQUIPMENT CLOSET AND IN THE ELEVATOR SHAFT. HEAT DETECTOR SHALL BE FIXED TEMPERATURE (135 DEGREES FAHRENHEIT). THE ELEVATORS SHUNT TRIP DEVICE SHALL NOT TRIP UPON GENERAL ALARM OF THE FIRE ALARM SYSTEM; HEAT DETECTORS IN THE SHAFT AND ELEVATOR EQUIPMENT CLOSET SHALL BE THE ONLY DEVICES THAT ACTIVATE THE ELEVATOR SHUNT TRIP DEVICE. UPON ACTIVATION OF A HEAT DETECTOR USED FOR ELEVATOR SHUT DOWN, THERE SHALL BE A DELAY IN THE ACTIVATION OF THE SHUNT TRIP DEVICE EQUAL TO THE TIME REQUIRED FOR THE ELEVATOR CAB TO TRAVEL FROM THE TOP OF THE HOIST WAY TO THE LOWEST RECALL LEVEL. PROVIDE ONE SMOKE DETECTOR IN THE EQUIPMENT CLOSET AND ONE AT THE TOP OF THE SHAFT. WHEN EITHER OF THESE DETECTORS ACTIVATE; THE ELEVATOR RECALL OPERATION SHALL OCCUR. COORDINATE WITH ELEVATOR CONTRACTOR AND FIRE SPRINKLER CONTRACTOR. E304 FIRE SERVICE ENTRY. PROVIDE TAMPER AND FLOW SWITCHES FOR THE FIRE SPRINKLER RISER. PROVIDE QUANTITIES AS REQUIRED. COORDINATE WITH FIRE SPRINKLER CONTRACTOR. E305 COORDINATE EXACT LOCATION FOR EXTERIOR WEATHERPROOF FIRE ALARM HORN/STROBE WITH FIRE SPRINKLER INSTALLER SUCH THAT HORN/STROBE IS LOCATED ABOVE FIRE DEPARTMENT CONNECTION. HORN/STROBE SHALL INITIATE WHEN WATER FLOW IS DETECTED IN THE SPRINKLER SYSTEM. E306 PROVIDE PHONE CONNECTION TO FIRE ALARM CONTROL PANEL AS REQUIRED. E308 PROVIDE 3/4" PLYWOOD BACKBOARD ON WALL (TOP TO BOTTOM) AROUND ENTIRE ROOM AS INDICATED. COVER WITH COATS OF FIRE-RETARDANT PAINT. E310 SMOKE DETECTOR INDICATED FOR ZONED ELEVATOR RECALL. E311 PROVIDE 4" SQUARE JUNCTION BOX AND BLANK COVER WITH 1-1/4" CONDUIT TO ABOVE ACCESSIBLE CEILING FOR FUTURE AV CABLING FOR PROJECTOR. PROVIDE PLASTIC BUSHING ON END OF CONDUIT. E312 TIE PIV INTO FACP. PROVIDE REQUIRED CONDUIT AND CONDUCTOR. COORDINATE LOCATION OF PIV WITH AHJ. E313 ELECTRICAL CONTRACTOR SHALL PROVIDE A 24 PORT CONSOLIDATION POINT BOX MODEL #CUFMB24BL OR EQUAL. PROVIDE 12 CAT 6 CABLES FROM THIS BOX BACK TO THE IT ROOM. THE ELECTRICAL CONTRACTOR SHALL TERMINATE THE CAT 6 CABLE AND PROVIDE APPROPRIATE JACK. COORDINATE LOCATIONS WITH THE OWNER AND ARCHITECT. CAT 6 CABLE SHALL RUN UNDER THE RAISED FLOOR. PROVIDE APPROPRIATE SUPPORTING MEANS. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- REF. F ST ST ST ST ST ST F ST F F F F ST ST F F ST F F ST ST F ST ST CM F SD C SD C SD C SD C SD C SD C D C SD CD C TV SD SD 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 G G F F E E D D C.5 C.5 C C B B A A Teen Area 210 Teen Study 212 Teen Study 213 Teen Activity 211 Archive 214 Archive Work Room 215 Archive Reading 216 Stair S-N-2 Storage 218 Mech / Elect. 219 Staff R.R. 220 Staff Break Room 221 Hall 217 Staff 222 Office 223 Director's Office 224 Meeting / Study 225 Reading Porch 226 Adult Stacks and Seating 202 Study 204 Study 205 A/V Collections / Computing 203 Hall 206 Quiet Reading 201 Stair S-W-2 R.R. 207 R.R. 208 Cust. 209 Elevator Closet 209-A WP W E310 E301 E303 E302 E302 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 UF E313 84" E314 (RTU-1 R) (RTU-1 S) WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:11 PM E302 ASM 02/24/2015 13-CCLS/13022 SECOND FLOOR PLAN - SIGNAL New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 N GENERAL SIGNAL NOTES A ELEVATOR CONTRACTOR WILL MAKE FINAL TERMINATIONS FOR MAIN ELEVATOR POWER, CAB LIGHTING CIRCUIT, AND CABLING FOR RECALL OPERATIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO NEW ELEVATOR CONTROLLER AS NOTED AND AS REQUIRED AND PROVIDE ADEQUATE CONDUCTOR/CABLE LENGTH FOR FINAL TERMINATIONS TO BE MADE. COORDINATE. B ALL ELEVATOR WORK SHALL BE IN ACCORDANCE WITH NEC ARTICLE 620 AND ASME A17.1-2007, SAFETY CODE FOR ELEVATORS AND ESCALATORS. C PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRE RATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.). REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPING MATERIALS SHALL BE U.L. LISTED FOR USE IN THE ASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALL MEET THE REQUIREMENTS OF THE IFC AND THE AHJ, AND SHALL HAVE A RATING EQUAL OR GREATER THAN THAT OF THE SURROUNDING WALL/FLOOR/CEILING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. D PROVIDE 120V POWER THROUGH FIRE ALARM CONTROL MODULES FOR ALL COMBINATION DAMPERS AS REQUIRED. DUCT SMOKE DETECTORS SHALL BE INSTALLED WITHIN 3’ OF ALL COMBINATION DAMPERS. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE REMOTE TEST STATIONS FOR ALL DUCT SMOKE DETECTORS PER SPECIFICATIONS. E SMOKE DETECTORS SHALL BE A MINIMUM OF 3’ FROM ALL SUPPLY AND RETURN DIFFUSERS. COORDINATE WITH MECHANICAL. F COORDINATE ALL TV LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. G ALL ROUGH-INS FOR VOICE/DATA OUTLETS AND/OR OTHER LOW VOLTAGE ROUGH-INS IN FIRE RATED AND/OR CMU WALLS SHALL CONSIST OF DEEP 4X4 STEEL ELECTRICAL BOXES WITH 1" CONDUIT TO CEILING SPACE ABOVE OR BELOW RAISED FLOOR SYSTEM, DEPENDING ON LEVEL AND LOW-VOLTAGE SYSTEM, AND SHALL BE IN COMPLIANCE WITH 2006 IBC 712.3.2. ROUGH-INS IN NON FIRE RATED WALLS SHALL CONSIST OF LOW VOLTAGE MOUNTING BRACKETS AS SPECIFIED. H THE ELECTRICAL CONTRACTOR SHALL PROVIDE EACH FLOOR BOX AS OUTLINED IN GENERAL POWER NOTE H ON THE POWER PLANS WITH TWO 20 FOOT CAT 6 CABLES PATCH CORDS FOR CONNECTION TO CONSILIDATION POINT BOX DESCRIBED IN THE SPECIFIC NOTES ON THIS SHEET. THE ELECTRICAL CONTRACTOR SHALL TERMINATE THE CAT 6 CABLE PATCH CORDS TO EACH FLOOR BOX. PROVIDE APPROPRIATE JACKS AND COVER PLATES IN EACH BOX. 1/8" = 1'-0" 1 SECOND FLOOR PLAN - SIGNAL ELECTRICAL SPECIFIC NOTES E301 ELEVATOR CONTROL PANEL. PROVIDE INTERCONNECTIONS AS REQUIRED BETWEEN FIRE ALARM SYSTEM AND ELEVATOR CONTROL PANEL TO PROVIDE RECALL OPERATIONS. PROVIDE PHONE CONNECTION TO PANEL FOR PHONE IN ELEVATOR CAB. FINAL TERMINATIONS SHALL BE MADE BY ELEVATOR CONTRACTOR. COORDINATE. E302 PROVIDE HEAT DETECTOR WITHIN 2’ OF EACH SPRINKLER HEAD IN ELEVATOR EQUIPMENT CLOSET AND IN THE ELEVATOR SHAFT. HEAT DETECTOR SHALL BE FIXED TEMPERATURE (135 DEGREES FAHRENHEIT). THE ELEVATORS SHUNT TRIP DEVICE SHALL NOT TRIP UPON GENERAL ALARM OF THE FIRE ALARM SYSTEM; HEAT DETECTORS IN THE SHAFT AND ELEVATOR EQUIPMENT CLOSET SHALL BE THE ONLY DEVICES THAT ACTIVATE THE ELEVATOR SHUNT TRIP DEVICE. UPON ACTIVATION OF A HEAT DETECTOR USED FOR ELEVATOR SHUT DOWN, THERE SHALL BE A DELAY IN THE ACTIVATION OF THE SHUNT TRIP DEVICE EQUAL TO THE TIME REQUIRED FOR THE ELEVATOR CAB TO TRAVEL FROM THE TOP OF THE HOIST WAY TO THE LOWEST RECALL LEVEL. PROVIDE ONE SMOKE DETECTOR IN THE EQUIPMENT CLOSET AND ONE AT THE TOP OF THE SHAFT. WHEN EITHER OF THESE DETECTORS ACTIVATE; THE ELEVATOR RECALL OPERATION SHALL OCCUR. COORDINATE WITH ELEVATOR CONTRACTOR AND FIRE SPRINKLER CONTRACTOR. E303 ELEVATOR CONTROL MODULE(S). PROVIDE QUANTITY AS REQUIRED. COORDINATE WITH ELEVATOR CONTRACTOR. E310 SMOKE DETECTOR INDICATED FOR ZONED ELEVATOR RECALL. E313 ELECTRICAL CONTRACTOR SHALL PROVIDE A 24 PORT CONSOLIDATION POINT BOX MODEL #CUFMB24BL OR EQUAL. PROVIDE 12 CAT 6 CABLES FROM THIS BOX BACK TO THE IT ROOM. THE ELECTRICAL CONTRACTOR SHALL TERMINATE THE CAT 6 CABLE AND PROVIDE APPROPRIATE JACK. COORDINATE LOCATIONS WITH THE OWNER AND ARCHITECT. CAT 6 CABLE SHALL RUN UNDER THE RAISED FLOOR. PROVIDE APPROPRIATE SUPPORTING MEANS. E314 CLEAN AGENT CONTROL PANEL BY MC. TIE NEW CLEAN AGENT FIRE PROTECTION SYSTEM TO NEW FIRE ALARM SYSTEM. COORDINATE CABLING REQUIREMENTS AND CONNECTION WITH NEW CONTROL PANEL. UPON ACTIVATION OF THE CLEAN AGENT SYSTEM, THE BUILDING FIRE ALARM SYSTEM SHALL ENTER ALARM AND ALL NOTIFICATION DEVICES SHALL ACTIVATE. FACP SHALL ALSO REPORT ANY TROUBLE CONDITION AT THE CLEAN AGENT SYSTEM. COORDINATE. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- #4 AWG 3/4" PVC METAL WATER SERVICE GRADE RE-BAR #2/0 AWG, 1" PVC NOTE: ALL CONDUCTORS SHALL BE COPPER NEUTRAL BUS 2/0 AWG, 1" PVC STRUCTURAL STEEL #6 AWG 3/4" PVC 3/4" X 10'-0" COPPER-CLAD STEEL DRIVEN GROUND RODS SPACED 20'-0" APART. #6 AWG TO TTB 600A MAIN DISCONNECT M METER JUMPER WATER METER G N #2/0 AWG MAIN BONDING JUMPER EQUIPMENT GROUNDING BUS BONDED TO ENCLOSURE GROUND CIRCUIT CONDUCTORS ALL RACEWAYS & ENCLOSURES XFMR PRIMARY 480V EQUIP. GROUND CONDUCTOR WHERE SPECIFIED GROUNDING CONDUCTOR FORMED BUS TRANSFORMER SECONDARY 208V TRANSFORMER SIZE & NO. OF PHASE AS SPECIFIED SUPPLY-SIDE BONDING JUMPER WHERE SPECIFIED PROVIDE GROUNDING ELECTRODE CONDUCTOR IN 3/4" CONDUIT TO BUIDING STEEL. SIZE CONDUCTOR PER NEC. N NOTE: A. REFER TO SPECIFICATIONS FOR CONDUIT REQUIREMENTS. ALL CONDUIT EXPOSED ABOVE GRADE SHALL BE RIGID STEEL OR IMC. CONDUIT THROUGH FOUNDATION WALLS AND 5' EITHER SIDE SHALL BE PVC-COATED RIGID STEEL. PVC CONDUIT SHALL NOT BE USED ABOVE GRADE. B. PROVIDE ARC FLASH WARNING PER NEC 110.16. C. ALL PANELS SHALL BE PROVIDED WITH TYPED SCHEDULES AND MAPS AS REQUIRED BY THE AHJ. D. ALL PANELS SHALL BE PROVIDED WITH ENGRAVED LABELS INDICATING FAULT CURRENT AVAILABLE AND DATE CALCULATED. COORDINATE LABELING DETAILS WITH ENGINEER. GRADE SECOND FLOOR FIRST FLOOR PANEL H1 277/480V 3 PH/4W 125A MLO PANEL L1 120/208V 3 PH/4W 225A MLO SPD PANEL L2 120/208V 3 PH/4W 225A MLO SPD XFMR T1 480V TO 120/208V 3PH/4W 225 KVA 115 DEG C RISE PANEL L3 120/208V 3 PH/4W 225A MLO SPD PANEL L4 120/208V 3 PH/4W 225A MLO SPD HDP 277/480V 3PH-4W 600A MLO SPD GND PER NEC AND DETAIL SERVICE ENTRANCE RATED DISCONNECT BY EC. PROVIDE ENGRAVED LABEL READING "SERVICE DISCONNECT" NEW DOUGLAS LIBRARY 600A 3P/F/NEAM 3R DISC. F @ 600A SETS OF #350 MCM & #1 AWG GND IN A 3" C. EA. #4/0 AWG & #4 AWG GND IN A 2-1/2" C. #350 MCM & #4 AWG GND IN A 3" C. 2 SETS OF #350 MCM & #2/0 AWG GND IN A 3" C. EA. PVC-COATED GRC SWEEP (TYP. OF ALL UNDERGROUND SWEEPS). ELEC. 120 ELEC. 120 ELEC. 120 ELEC. 120 LDP 120/208V 3PH-4W 600A 600A MCB SPD ELEC. 120 ELEC. 120 ELEC. 120 ELEC. 120 ELEVATOR 60A FUSED DISC. W/ AUXILIARY CONTACT. COORDINATE WITH EQUIPMENT AND ELEVATOR CONTRACTOR. #6 AWG & #10 AWG GND IN A 1" C. CT CABINET, WEATHERPROOF, COORDINATE REQUIREMENTS WITH UTILITY TBP METER BASE BY EC, METER BY UTILITY. COORDINATE. 4" CONDUITS TO UTILITY POINT OF CONNECTION FOR UTILITY SECONDARY CONDUCTORS. CONDUIT, TRENCH, AND BACKFILL BY EC. SECONDARY CONDUCTORS BY UTILITY. FIBERGLASS LONG-RADIUS SWEEPS AT BASE OF POLE BY EC, CONDUIT ON POLE BY UTILITY. COORDINATE EXACT CONNECTION POINT AND ROUTING REQUIREMENTS WITH UTILITY. 1-1/4" CONDUIT BY EC, CONDUCTORS BY UTILITY. SETS OF #350 MCM & #350 MCM NEUTRAL IN A 3" C. EA. #1 AWG & #6 AWG GND IN A 1-1/2" C. GND PER NEC AND DETAIL WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:11 PM E410 ASM 02/24/2015 13-CCLS/13022 ELECTRICAL DETAILS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 NO SCALE 1 GROUNDING ELECTRODE DIAGRAM NO SCALE 2 SUB-DISTRIBUTION ELECTRICAL SYSTEMS GROUNDING NO SCALE 3 POWER DISTRIBUTION DIAGRAM e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- FLEXIBLE CONDUIT CONDUIT TO PANEL BOARD OR OTHER FIXTURES. 4" SQUARE OR OCTAGON BOX. 4 TAP MAX. LIGHT FIXTURE CONDUIT TO OTHER FIXTURES LIGHT FIXTURE POWER PACK 3-WAY AND 4-WAY SWITCHES TRAVELERS LINE: CONTROL WIRES H N G 120/277VAC, 60HZ OCCUPANCY SENSORS LIGHTING LOAD GE CR463L SERIES 4-POLE CONTACTOR OR EQUAL, N.O. 30A-RATED ELECTRICALLY HELD CONTACTS, 120V COIL (TYP.) HOFFMAN NEMA 1 HINGED ENCLOSURE BY EC. H1-1 TO EXTERIOR POLE LTG. FULL SIZE COVER- MOUNTED HOA SWITCH, GE CR104 OR EQUAL. PROVIDE ENGRAVED LABEL READING "EXTERIOR LIGHTS." INTERMATIC ET70215C ASTRONOMICAL TIMER/CONTROLLER WITH 2 INDEPENDENT SCHEDULES OR APPROVED EQUAL, IN NEMA 1 ENCLOSURE OFF HAND AUTO C L C T 120V FROM LOCAL UNSWITCHED RECEPTACLE H N SPARE C L SPARE SPARE H1-3 TO EXTERIOR BLD LTG. L3-45 L3-47 L3-49 TO PLANTER REC. #2 TIE RODS TOP, BOTTOM & 12" O.C. BASE COVER BUSH CONDUITS HAND HOLE - 4" X 6"(NOMINAL) 1" CHAMFER FINISH GRADE LINE #6 GROUND WIRE GROUND ROD CLAMP PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE HOLDERS SHALL BE WATER PROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURE. 4 #5 REBARS VERTICAL CONNECT GROUND TO POLE BASE FINISH PARKING LOT GRADE LINE 3/4" X 10' COPPER CLAD GROUND ROD 1/2" PVC CONDUIT FOR GROUND WIRE ANCHOR BOLTS TO BE FURNISHED BY POLE MANUFACTURE REINFORCED CONCRETE BASE PROJECT ANCHOR BOLTS 3" ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE & ONE BELOW BASE FLANGE). ABOVE FINISH GRADE LINE SEE PLANS FOR TYPE OF WIRING 1 2 1 2 24" SONOTUBE WALL STUD 4" SQUARE BOX PLAN VIEW 12" MIN. SEE ARCHITECTURAL PLANS FOR WALL CONSTRUCTION. DEVICE BOX GREEN GROUND BONDING SCREW TO GROUND BUS IN BRANCH CIRCUIT PANELBOARD TO SUCCESSIVE DEVICES TO BE GROUNDED WITH THE SAME GROUNDING CONDUCTOR. TO ELECTRICAL DEVICE TO BE GROUNDED GREEN EQUIPMENT GROUNDING CONDUCTOR NOTES: CIRCUIT # CIRCUIT # CIRCUIT # CIRCUIT # 1. LABEL JUNCTION BOX AND CONDUITS WITH BLACK PERMANENT MARKER. 2. SPRAY PAINT JUNCTION BOX COVERS PER SPECIFICATIONS. JUNCTION BOX. TAG WIRING INSIDE. VOLTAGE PANEL # BRANCH CIRCUIT CONDUIT, TYPICAL. 120VAC POWER LOCATED ELECTRICAL 120 TO HVAC SYSTEM TO TELEPHONE TERMINATION BOARD (PHONE CABLE) TO ANNUNCIATOR TO COMBINATION FIRE/SMOKE DAMPERS MAIN FIRE ALARM CONTROL PANEL TO ELEVATOR CONTROL PANEL INITIATING DEVICES (NUMBER OF CIRCUITS AS REQUIRED) NOTIFICATION APPLIANCES (NUMBER OF CIRCUITS AS REQUIRED) ELEVATOR LOBBY HVAC DUCT DETECTORS (NUMBER OF CIRCUITS AS REQUIRED) NOTES: - ALL FIRE ALARM WIRING SHALL BE INSTALLED IN METAL CONDUIT. - COORDINATE WIRE COUNTS WITH FA SYSTEM SUPPLIER. - SEE FLOOR PLANS FOR QUANTITIES. - PROVIDE RED ENGRAVED LABEL AT BRANCH CIRCUIT BREAKER SERVING FACP. - PROVIDE NECESSARY INTERLOCKING TO ELEVATOR CONTROL PANEL, COMBINATION DAMPERS, HVAC SYSTEMS, (RELAYS, ECT.). - SMOKE DETECTORS IN ELEVATOR LOBBIES SHALL BE POWERED SEPARATELY AND HAVE AUXILIARY CONTACT FOR SIGNAL TO ELEVATOR CONTROLLER. - PROVIDE WEATHERPROOF HORN FOR FIRE SPRINKLER SYSTEM. - PROVIDE POWER TO DOOR HOLD OPENERS AND COMBINATION DAMPERS AS NEEDED. SPRINKLER SERVICE ELEV. EQUIPT. CLOSET/ELEV. SHAFT TO PIV D S D D S D D S D D S M RECALL CONTROL WIRING ELEVATOR CONTROLLER ELEVATOR CAB LTG., & HVAC LOCATED @ DOOR ENTRY DEDICATED 120V. 1Ø CKT. OUTLET FOR ELEV. CAB. PHONE T 3/4" C ROOM LIGHTING DEDICATED 120V 1Ø CKT. 3~ POWER ELEVATOR EQUIPMENT ROOM/CLOSET FA TO FACP/ OTHER FA DEVICES OUTLET FOR ELEV. CAB. PHONE T 3/4" C GFI PIT LT. W/ WIREGUARD ELEVATOR PIT TOP OF SHAFT FA TO FACP/ OTHER FA DEVICES WIRING FROM FACP TO ACTIVATE MOTORIZED DAMPER / ROOF HATCH TO OPEN UPON SHAFT SMOKE DETECTION SHUNT TRIP CONTROL WIRING FROM FACP OR TO BREAKER IN PANEL. FIRE ALARM CONTROL PANEL FUSED DISCONNECT OR SHUNT TRIP BREAKER TO OPEN BEFORE ACTIVATION OF SPRINKLERS IN ELEV. SHAFT OR ELEV. MACHINE RM. SHUNT TRIP BREAKER CAPABLE OF BEING LOCKED OPEN & SHALL BE MANUALLY CLOSED. LOCATE AT DOOR ENTRY. TO FACP FA WIRING FROM FACP TO ACTIVATE EXHAUST ELEV. LOBBIES EACH FLOOR (ELEVATOR RECALL) NOTE: SMOKE DETECTORS IN SHAFT & ELEV. CLOSET SHALL ACTIVATE FIREMAN'S (ELEVATOR RECALL) AND SIGNAL ELEVATOR FIRELIGHT TO ACTIVATE. THE HEAT DETECTOR IN SHAFT & ELEV. CLOSET SHALL ONLY ACTIVATE OR SHUNT TRIP E.C. TO PROVIDE ALL ELECTRICAL DEVICES SHOWN LOCATE HEAT DETECTOR WITHIN 2 FT. OF SPRINKLER HEAD FA FA GFI S T S T S T DEDICATED 120V. 1Ø CKT. REQUIRED FOR MACHINE ROOM -LESS ELEVATOR LT. W/ WIREGUARD DEDICATED 120V. 1Ø CKT. DEDICATED 120V. 1Ø CKT. DEDICATED 120V 1Ø CKT. FRONT VIEW SIDE VIEW PANEL "L4" WIREWAY SAME WIDTH AND DEPTH AS PANEL. PAINT TO MATCH PANEL. FULL SIZE WIREWAY COVER ATTACHED WITH SHEET METAL SCREWS. FLEXIBLE CONDUIT TO OUTLETS, MANY THUS TYP. 1' SECTION OF WIREWAY PARALLEL WITH FLOOR AND COVER WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:12 PM E420 ASM 02/24/2015 13-CCLS/13022 ELECTRICAL DETAILS New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 NO SCALE 1 LIGHTING FIXTURES IN ACCESSIBLE CEILINGS WIRING TAP DETAIL NO SCALE 2 OCCUPANCY SENSORS IN A SWITCHED CIRCUIT NO SCALE 3 EXTERIOR LIGHTING CONTROL DIAGRAM NO SCALE 4 BASE DETAIL - OUTDOOR LIGHTING STANDARDS NO SCALE 5 ELECTRIC OUTLET IN WALL NO SCALE 6 GROUNDING CONDUCTOR CONNECTION IN DEVICE BOX NO SCALE 7 RACEWAY / WIRING IDENTIFICATION NO SCALE 9 FIRE ALARM RISER NO SCALE 10 TYP. WIRE DIA. FOR ELEVATOR SHAFT & MACHINE ROOMS W/ SPRINKLER PROTECTION NO SCALE 8 TYP. PANEL AT RAISED FLOOR e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:13 PM E510 ASM 02/24/2015 13-CCLS/13022 ELECTRICAL SCHEDULES New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 1. PANEL SHALL BE RATED FOR 42,000AIC. 2. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION. Notes: TOTAL LOAD: 359744 W AMPS: 433 A TOTAL CONNECTED LOAD: 119439 W 124129 W 116577 W 8 SPARE 125 A 3 0 0 0 7 RTU-1 30 A 3 30 A #10 AWG, #10 AWG GND 4717 4717 4717 6 CU-3 80 A 3 100 A #3 AWG, #8 AWG GND 16983 16983 16983 5 CU-2 80 A 3 100 A #3 AWG, #8 AWG GND 16933 16933 16933 4 CU-1 80 A 3 100 A #3 AWG, #8 AWG GND 16933 16933 16933 3 ELEVATOR 50 A 3 60 A SEE RISER 5833 5833 5833 2 PANEL H1 125 A 3 200 A SEE RISER 9149 13691 7534 1 LDP (VIA XFMR T1) 300 A 3 400 A SEE RISER 48890 49038 47643 CKT ITEM FED AMPS POLES FRAME WIRE SIZE A (WATTS) B (WATTS) C (WATTS) ELECTRICAL COMMENTS FEEDER SIZE: SEE RISER LOCATION: Electrical 120 MAIN CONNECTION: MLO MOUNTING: SURFACE VOLTAGE: 480/277 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 600 A DISTRIBUTION PANEL: HDP 1. PANEL SHALL BE RATED FOR 35,000AIC. 2. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION. Notes: TOTAL LOAD: 145170 W AMPS: 403 A TOTAL CONNECTED LOAD: 48893 W 49038 W 47643 W 8 SPACE ONLY 0 7 SPARE 100 A 3 0 0 0 6 SPARE 225 A 3 0 0 0 5 HUMIDIFIER H-1 50 A 2 60 A #6 AWG, #10 AWG GND 3750 3750 4 PANEL L4 225 A 3 400 A SEE RISER 19500 19500 19500 3 PANEL L3 225 A 3 400 A SEE RISER 14303 14128 16783 2 PANEL L2 225 A 3 400 A SEE RISER 5220 5220 5780 1 PANEL L1 225 A 3 400 A SEE RISER 6120 6440 5580 CKT ITEM FED AMPS POLES FRAME WIRE SIZE A (WATTS) B (WATTS) C (WATTS) ELECTRICAL COMMENTS FEEDER SIZE: SEE RISER LOCATION: Electrical 120 MAIN CONNECTION: 600A MCB MOUNTING: SURFACE VOLTAGE: 120/208 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 600 A DISTRIBUTION PANEL: LDP 1. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION. TOTAL CONNECTED LOAD: 9149 W 13691 W 7534 W AMPS: 37 A LOAD: 30374 W 41 SPARE 20 A 1 0 0 SPACE ONLY 42 39 SPARE 20 A 1 0 0 SPACE ONLY 40 37 SPARE 20 A 1 0 0 SPACE ONLY 38 35 SPARE 20 A 1 0 0 SPACE ONLY 36 33 SPARE 20 A 1 0 0 SPACE ONLY 34 31 SPARE 20 A 1 0 0 SPACE ONLY 32 29 SPARE 20 A 1 0 0 SPACE ONLY 30 27 SPARE 20 A 1 0 0 SPACE ONLY 28 25 SPARE 20 A 1 0 0 SPACE ONLY 26 23 ROOM 217-226 LTG 12 20 A 1 2512 0 SPACE ONLY 24 21 ROOM 204-205, 207-216 LTG 10 20 A 1 3816 0 SPACE ONLY 22 19 2ND FL LINEAR PENDANT LTG 10 20 A 1 3005 0 SPACE ONLY 20 17 2ND FL DOWN LTG, HALL 206 LTG 12 20 A 1 948 0 SPACE ONLY 18 15 2ND FL ROUND PENDANT LTG 10 20 A 1 4200 0 SPACE ONLY 16 13 ROOM 123 LINEAR LTG 10 20 A 1 3240 0 SPACE ONLY 14 11 1ST FL CORRIDOR AND DOWN LTG 12 20 A 1 1140 0 SPACE ONLY 12 9 1ST FL ROUND PENDANT LTG 10 20 A 1 4055 0 SPACE ONLY 10 7 ROOM 114-122, STAIR LTG 12 20 A 1 2468 0 SPACE ONLY 8 5 ROOM 104,106-108,110-113 LTG 12 20 A 1 2934 0 SPACE ONLY 6 3 EXTERIOR BUILDING LTG 10 20 A 1 1620 0 SPACE ONLY 4 1 EXTERIOR POLE LTG 12 20 A 1 436 0 SPACE ONLY 2 CKT ITEM FED WIRE SIZE AMPS POLES A (WATTS) B (WATTS) C (WATTS) POLES AMPS WIRE SIZE ITEM FED CKT MOUNTING: SURFACE FEEDER SIZE: SEE RISER MAIN TYPE: TYPE 1 AIC RATING: 25,000A LOCATION: Electrical 120 MAIN CONNECTION: MLO H1 VOLTS: 480/277 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 125 A 1. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION. 2. *PROVIDE GFCI PROTECTED BREAKER. 3. +PROVIDE RED ENGRAVED LABEL READING "FACP." TOTAL CONNECTED LOAD: 6120 W 6440 W 5580 W AMPS: 50 A LOAD: 18140 W 41 SPARE 20 A 1 0 0 1 20 A SPARE 42 39 POWER IT 119 12 20 A 1 360 0 1 20 A SPARE 40 37 POWER IT 119 12 20 A 1 360 0 1 20 A SPARE 38 35 POWER IT 119 12 20 A 1 360 0 1 20 A SPARE 36 33 POWER IT 119 12 20 A 1 360 0 1 20 A SPARE 34 31 POWER IT 119 12 20 A 1 360 0 1 20 A SPARE 32 29 POWER IT 119 12 20 A 1 360 0 1 20 A SPARE 30 27 KITCHEN 110 GARBAGE DIS. 12 20 A 1 1000 0 1 20 A SPARE 28 25 KITCHEN 110 REC 12 20 A 1 720 0 1 20 A SPARE 26 23 KITCHEN 110 REC 12 20 A 1 540 180 1 20 A 12 SW VESTIBULE 101 TRACK LTG 24 21 *KITCHEN 110 FRIDGE 12 20 A 1 1000 120 1 20 A 12 +FACP 22 19 ROOM 113 REC 12 20 A 1 720 540 1 20 A 12 ROOM 122 REC 20 17 ROOM 112, 113 PROJECTOR 12 20 A 1 360 540 1 20 A 12 ROOM 122 REC 18 15 ROOM 112 REC 12 20 A 1 720 720 1 20 A 12 ROOM 121 REC 16 13 ROOM 107, EWC REC 12 20 A 1 720 720 1 20 A 12 ROOM 121 REC 14 11 ROOM 106, 108 REC 12 20 A 1 360 540 1 20 A 12 ROOM 116, 117, 120 REC 12 9 ROOM 105, 109, 111 REC 12 20 A 1 720 180 1 20 A 12 R.R. 118 REC 10 7 POWER BOOK SORTER 104 12 20 A 1 180 900 1 20 A 12 ROOM 123 REC 8 5 ROOM 101, 102 REC 12 20 A 1 1080 1260 1 20 A 12 ROOM 115 REC 6 3 POWER BOOK SORTER 104 12 20 A 1 360 900 1 20 A 12 ROOM 114 REC 4 1 SPARE 20 A 1 0 900 1 20 A 12 PROOM 111, 123 REC 2 CKT ITEM FED WIRE SIZE AMPS POLES A (WATTS) B (WATTS) C (WATTS) POLES AMPS WIRE SIZE ITEM FED CKT MOUNTING: SURFACE FEEDER SIZE: SEE RISER MAIN TYPE: TYPE 1 AIC RATING: 22,000A LOCATION: Electrical 120 MAIN CONNECTION: MLO L1 VOLTS: 120/208 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 225 A 1. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION. 2. *PROVIDE GFCI PROTECTED BREAKER. TOTAL CONNECTED LOAD: 5220 W 5220 W 5780 W AMPS: 45 A LOAD: 16220 W 41 SPARE 20 A 1 0 0 SPACE ONLY 42 39 QUIET READING TRACK LTG 12 20 A 1 180 0 SPACE ONLY 40 37 ROOM 225 REC 12 20 A 1 900 0 SPACE ONLY 38 35 ROOM 224 REC 12 20 A 1 540 0 SPACE ONLY 36 33 ROOM 222, 223 REC 12 20 A 1 900 0 SPACE ONLY 34 31 ROOM 221, 222 REC 12 20 A 1 1440 0 SPACE ONLY 32 29 ROOM 221 GARBAGE DIS. 12 20 A 1 1000 0 SPACE ONLY 30 27 ROOM 221 REC 12 20 A 1 540 0 SPACE ONLY 28 25 ROOM 221 REC 12 20 A 1 360 0 SPACE ONLY 26 23 *ROOM 221 FRIDGE 12 20 A 1 1000 0 SPACE ONLY 24 21 STAFF R.R. 220 REC 12 20 A 1 180 0 SPACE ONLY 22 19 ROOM 216, 217, 218, 219 REC 12 20 A 1 1080 0 1 20 A SPARE 20 17 ROOM 214, 215 REC 12 20 A 1 1260 0 1 20 A SPARE 18 15 ROOM 211, 212, 213 REC 12 20 A 1 1080 0 1 20 A SPARE 16 13 R.R. 207, 208 REC 12 20 A 1 360 0 1 20 A SPARE 14 11 ROOM 209, 210 REC 12 20 A 1 1080 0 1 20 A SPARE 12 9 ROOM 204, 205, 206 REC 12 20 A 1 1080 0 1 20 A SPARE 10 7 HALL 206 EWC 12 20 A 1 360 0 1 20 A SPARE 8 5 ROOM 202, 203 REC 12 20 A 1 900 0 1 20 A SPARE 6 3 ROOM 202 REC 12 20 A 1 1260 0 1 20 A SPARE 4 1 ROOM 201 REC, FIREPLACE 12 20 A 1 720 0 1 20 A SPARE 2 CKT ITEM FED WIRE SIZE AMPS POLES A (WATTS) B (WATTS) C (WATTS) POLES AMPS WIRE SIZE ITEM FED CKT MOUNTING: SURFACE FEEDER SIZE: SEE RISER MAIN TYPE: TYPE 1 AIC RATING: 22,000A LOCATION: Electrical 120 MAIN CONNECTION: MLO L2 VOLTS: 120/208 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 225 A 1. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION. 2. +PROVIDE MEANS TO LOCK BREAKER IN THE "OFF" POSITION. TOTAL CONNECTED LOAD: 14399 W 14128 W 16783 W AMPS: 124 A LOAD: 44810.25 W 53 SPARE 20 A 1 0 0 1 20 A SPARE 54 51 ROOF REC 12 20 A 1 360 0 1 20 A SPARE 52 49 PLANTER REC 12 20 A 1 1440 0 1 20 A SPARE 50 47 PLANTER REC 12 20 A 1 1440 0 1 20 A SPARE 48 45 PLANTER REC 12 20 A 1 1440 0 1 20 A SPARE 46 43 156 163 44 41 FIRST FLOOR BRANCH SELECTORS 12 15 A 2 156 163 2 15 A 12 2ND FLOOR BRANCH SELECTORS 42 39 1061 666 40 37 FC-14,15,16 12 15 A 2 1061 666 2 15 A 12 FC-28,29,30,31 38 35 1071 905 36 33 FC-11,12,18A,18B 12 15 A 2 1071 905 2 15 A 12 FC-26,32A,32B,34 34 31 873 603 32 29 FC-8,9,10,13,17 12 15 A 2 873 603 2 15 A 12 FC-22,24 30 27 582 1030 28 25 FC-5,6,7 12 15 A 2 582 1030 2 15 A 12 FC-21,23,26,27 26 23 790 863 24 21 FC-1,2,3,4 12 15 A 2 790 863 2 15 A 12 FC-19,20,25 22 19 ELEVATOR HOIST LTG 12 20 A 1 118 500 1 20 A 12 CLEAN AGENT CONTROL PANEL 20 17 ELEVATOR CAB LTG 12 20 A 1 1000 121 1 20 A 12 EF-1 18 15 ELEVATOR MACHINE REC 12 20 A 1 180 180 1 20 A 12 SPRINKLER CONTROLLER 16 13 ELEVATOR CLOSET 209-A REC 12 20 A 1 180 5000 14 11 ELEVATOR PIT POWER 12 20 A 1 298 5000 2 60 A 6 EWH-1 12 9 POWER DOOR CORRIDOR 105 12 20 A 1 500 1000 1 20 A 12 LIFT SHIPPING/RECEIVING 114 10 7 POWER DOOR VESTIBULE 109 12 20 A 1 500 500 1 20 A 12 CP-1 8 5 POWER DOOR VESTIBULE 109 12 20 A 1 500 3000 6 3 POWER DOOR VESTIBULE 101 12 20 A 1 500 3000 2 40 A 8 +AC-1 4 1 POWER DOOR VESTIBULE 101 12 20 A 1 500 528 1 20 A AC-1 MOTOR CIRCUIT 2 CKT ITEM FED WIRE SIZE AMPS POLES A (WATTS) B (WATTS) C (WATTS) POLES AMPS WIRE SIZE ITEM FED CKT MOUNTING: SURFACE FEEDER SIZE: SEE RISER MAIN TYPE: TYPE 1 AIC RATING: 22,000A LOCATION: Electrical 120 MAIN CONNECTION: MLO L3 VOLTS: 120/208 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 225 A TOTAL CONNECTED LOAD: 19500 W 19500 W 19500 W AMPS: 162 A LOAD: 58500 W 53 SPARE 20 A 1 0 0 1 20 A SPARE 54 51 SPARE 20 A 1 0 0 1 20 A SPARE 52 49 SPARE 20 A 1 0 0 1 20 A SPARE 50 47 SPARE 20 A 1 0 0 1 20 A SPARE 48 45 SPARE 20 A 1 0 0 1 20 A SPARE 46 43 SPARE 20 A 1 0 0 1 20 A SPARE 44 41 1500 1500 42 39 1500 1500 40 37 ASM ZONE DIST BOX RM 203 12 20 A 3 1500 1500 3 20 A 12 ASM ZONE DIST BOX RM 210,214,215 38 35 1500 1500 36 33 1500 1500 34 31 ASM ZONE DIST BOX RM 202 12 20 A 3 1500 1500 3 20 A 12 ASM ZONE DIST BOX RM 202 32 29 1500 1000 30 27 1500 1000 28 25 ASM ZONE DIST BOX RM 202 12 20 A 3 1500 1000 3 20 A 12 ASM ZONE DIST BOX RM 201,202 26 23 1000 1000 24 21 1000 1000 22 19 ASM ZONE DIST BOX RM 224,225 12 20 A 3 1000 1000 3 20 A 12 ASM ZONE DIST BOX RM 222,223 20 17 1500 1500 18 15 1500 1500 16 13 ASM ZONE DIST BOX RM 104,111 12 20 A 3 1500 1500 3 20 A 12 ASM ZONE DIST BOX RM 111,112,113 14 11 1500 1500 12 9 1500 1500 10 7 ASM ZONE DIST BOX RM 102,123 12 20 A 3 1500 1500 3 20 A 12 ASM ZONE DIST BOX RM 102,123 8 5 1500 1500 6 3 1500 1500 4 1 ASM ZONE DIST BOX RM 122,123 12 20 A 3 1500 1500 3 20 A 12 ASM ZONE DIST BOX RM 121,123 2 CKT ITEM FED WIRE SIZE AMPS POLES A (WATTS) B (WATTS) C (WATTS) POLES AMPS WIRE SIZE ITEM FED CKT MOUNTING: SURFACE FEEDER SIZE: SEE RISER MAIN TYPE: TYPE 1 AIC RATING: 22,000A LOCATION: Electrical 120 MAIN CONNECTION: MLO L4 VOLTS: 120/208 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 225 A e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R ---PAGE BREAK--- WEST PLAINS ENGINEERING. INC. www.westplainsengineering.com RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA REVISIONS COPYRIGHT 2014 WEST PLAINS ENGINEERING, INC. Job No. Date: Drawn By: 210 W 14th St, Casper, WY 82601 [PHONE REDACTED] heinbond.com 145 S. DURBIN, SUITE 205 CASPER, WY 82601 PHONE: (307) 234-9484 FAX: (307) 234-5494 2/24/2015 5:24:18 PM E520 ASM 02/24/2015 13-CCLS/13022 ELECTRICAL SCHEDULES New Douglas Library Converse County Library 300 Walnut, Douglas, Wyoming 82633 LIGHTING FIXTURE SCHEDULE FIXTURE MARK FIXTURE TYPE FIXTURE DIFFUSER VOLTAGE LAMP NUMBER AND WATTS LAMP TYPE MOUNTING TYPE MOUNTING HEIGHT MANUFACTURER MODEL COMMENTS A1 1' X 4' DIRECT/ INDIRECT ACRYLIC 277 LED LED, 4000K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9814; SUBMIT 3600 LUMEN PACKAGE, STANDALONE CONFIGURATION, WHITE FINISH, DRYWALL KIT A1E 1' X 4' DIRECT/ INDIRECT ACRYLIC 277 LED LED, 4000K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9814; SUBMIT 3600 LUMEN PACKAGE, STANDALONE CONFIGURATION, WHITE FINISH, DRYWALL KIT, EMERGENCY BATTERY PACK A2 2' X 4' DIRECT/ INDIRECT ACRYLIC 277 2-F28W T8, 4100K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9824; SUBMIT SINGLE CIRCUIT, STANDALONE CONFIGURATION, WHITE FINISH A2E 2' X 4' DIRECT/ INDIRECT ACRYLIC 277 2-F28W T8, 4100K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9824; SUBMIT SINGLE CIRCUIT, STANDALONE CONFIGURATION, WHITE FINISH, EMERGENCY BATTERY PACK AD 1' X 4' DIRECT/ INDIRECT ACRYLIC 277 2-F28W T8, 4100K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9824; SUBMIT SINGLE CIRCUIT DIMMING, STANDALONE CONFIGURATION, WHITE FINISH ADE 1' X 4' DIRECT/ INDIRECT ACRYLIC 277 2-F28W T8, 4100K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9824; SUBMIT SINGLE CIRCUIT DIMMING, STANDALONE CONFIGURATION, WHITE FINISH, EMERGENCY BATTERY PACK B 2' X 2' DIRECT/ INDIRECT ACRYLIC 277 LED LED, 4000K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9822; SUBMIT 3600 LUMEN PACKAGE, STANDALONE CONFIGURATION, WHITE FINISH BE 2' X 2' DIRECT/ INDIRECT ACRYLIC 277 LED LED, 4000K RECESSED CEILING LEDALITE; SUBMIT BEFORE BID VOICE 9822; SUBMIT 3600 LUMEN PACKAGE, STANDALONE CONFIGURATION, WHITE FINISH, EMERGENCY BATTERY PACK C 8"x4' SURFACE WRAP ACRYLIC 277 2-F28W T8, 4100K SURFACE CEILING LITHONIA; LSI; METALUX; WILLIAMS LB; EQUAL SINGLE CIRCUIT, WHITE FINISH D 6” OPEN DOWNLIGHT NONE 277 LED LED, 4100K RECESSED CEILING GOTHAM; JUNO; PRESCOLITE EVO; L6; 6L CLED 1,000 LUMEN, 6" APERTURE, CLEAR TRIM, SEMI-SPECULAR FINISH, NO LENS, 0-10V DIMMING DA 4” ADJUSTABLE LED DOWNLIGHT NONE 277 32W LED LED, 3500K RECESSED SOFFIT TECH LIGHTING; SUBMIT BEFORE BID E4R; SUBMIT DAMP RATED (UNDER COVERED SOFFIT), ADJUSTABLE (AIM TOWARD BUILDING), CITIZEN 25 DEGREE BEAM SPREAD, FLANGED FLAT TRIM, NO LENS, BLACK FINISH DE 6” OPEN DOWNLIGHT NONE 277 LED LED, 4100K RECESSED CEILING GOTHAM; JUNO; PRESCOLITE EVO; L6; 6L CLED 1,000 LUMEN, 6" APERTURE, CLEAR TRIM, SEMI-SPECULAR FINISH, NO LENS, 0-10V DIMMING, EMERGENCY BATTERY PACK ER REMOTE EMERGENCY POWER SUPPLY - 277 - - SURFACE ACCESSIBLE LOCATION BELOW STRUCTURE DUAL LITE; ISOLITE; CHLORIDE LG; IMI; EQUAL CAPABLE OF PROVIDING 250W OF POWER COMPATIBLE WITH LED FIXTURE TYPES P3 AND R2 FOR 90 MINUTES FOLLOWING POWER OUTAGE, 277V POWER SUPPLY WITH SELF DIAGNOSTICS, AUDIBLE ALARM F 4' INDUSTRIAL STRIP NONE 277 2-F28W T8, 4100K CHAIN 9' AFF LITHONIA; LSI; METALUX; WILLIAMS Z; EQUAL SINGLE CIRCUIT, WIRE GUARD FE 4' INDUSTRIAL STRIP NONE 277 2-F28W T8, 4100K CHAIN 9' AFF LITHONIA; LSI; METALUX; WILLIAMS Z; EQUAL SINGLE CIRCUIT, WIRE GUARD, EMERGENCY BATTERY PACK GE VANDAL PROOF STAIR POLYCARBON ATE 277 LED LED, 4000K WALL AS NOTED OR 84" AFF LUMINAIRE; SUBMIT BEFORE BID TSL 9; SUBMIT 10 YEAR LED BOARD WARRANTY, LIFETIME FIXTURE WARRANTY DUE TO VANDALISM, 75,000 HOURS AT LM-80, INTEGRAL OCCUPANCY SENSOR, ONE ROW OF LED CONSTANTLY ON AND ONE ROW SENSORED, INTEGRAL EMERGENCY BATTERY PACK H 4' VAPOR-TIGHT ACRYLIC 120 2-F28W T8, 4100K WALL 8' AFF LITHONIA; LSI; HUBBELL DMW; EQUAL WHITE FINISH K 2' X 4' TROFFER ACRYLIC 277 2-F28W T8, 4100K RECESSED CEILING LITHONIA; LSI; METALUX; WILLIAMS 2SP8; EQUAL SINGLE CIRCUIT, POSITIVE CAM ACTION LATCHES L 4' DIRECT/ INDIRECT ACRYLIC 277 2-F28W T8, 4100K PENDANT 12” BELOW CEILING LEDALITE; SUBMIT BEFORE BID VOICE 7306; SUBMIT 20% UP / 80% DOWN, AIRCRAFT CABLE SUSPENSION (ADJUSTABLE), DUAL CIRCUIT, WHITE FINISH, COORDINATE ROW WITH PLANS L2 4' LINEAR DIRECT ACRYLIC 277 2-F28W T8, 4100K PENDANT 9' AFF LEDALITE; SUBMIT BEFORE BID VOICE 7306; SUBMIT 100% DOWN, AIRCRAFT CABLE SUSPENSION (ADJUSTABLE), SINGLE CIRCUIT, WHITE FINISH, COORDINATE ROW WITH PLANS LE 4' DIRECT/ INDIRECT ACRYLIC 277 2-F28W T8, 4100K PENDANT 12” BELOW CEILING LEDALITE; SUBMIT BEFORE BID VOICE 7306; SUBMIT 20% UP / 80% DOWN, AIRCRAFT CABLE SUSPENSION (ADJUSTABLE), DUAL CIRCUIT, WHITE FINISH, COORDINATE ROW WITH PLANS, EMERGENCY BATTERY PACK M 8' LED DIRECT/ INDIRECT FROSTED ACRYLIC 277 LED LED, 4000K PENDANT 12” BELOW CEILING FINELITE; SUBMIT BEFORE BID HP-2-ID; SUBMIT EXTRUDED ALUMINUM, AIRCRAFT CABLE SUSPENSION (ADJUSTABLE), 0-10V DIMMING, STANDARD OUTPUT UPLIGHT, HIGH OUTPUT DOWNLIGHT ME 8' LED DIRECT/ INDIRECT FROSTED ACRYLIC 277 LED LED, 4000K PENDANT 12” BELOW CEILING FINELITE; SUBMIT BEFORE BID HP-2-ID; SUBMIT EXTRUDED ALUMINUM, AIRCRAFT CABLE SUSPENSION (ADJUSTABLE), 0-10V DIMMING, STANDARD OUTPUT UPLIGHT, HIGH OUTPUT DOWNLIGHT, EMERGENCY BATTERY PACK N 24" LED SURFACE WHITE ACRYLIC 277 LED LED, 4000K SURFACE CEILING VISA; SUBMIT BEFORE BID CM1830; SUBMIT 0-10V DIMMING, 12,200 LUMEN PACKAGE, COORDINATE FINSH WITH ARCHITECT NE 24" LED SURFACE WHITE ACRYLIC 277 LED LED, 4000K SURFACE CEILING VISA; SUBMIT BEFORE BID CM1830; SUBMIT 0-10V DIMMING, 12,200 LUMEN PACKAGE, COORDINATE FINSH WITH ARCHITECT, INTEGRAL EMERGENCY BATTERY PACK P1 24" LED PENDANT WHITE ACRYLIC 277 LED LED, 4000K PENDANT 12' TO BOTTOM OF FIXTURE VISA; SUBMIT BEFORE BID CP3980; SUBMIT STEM MOUNTING, 10% UP LIGHT, 0-10V DIMMING, 12,200 LUMEN PACKAGE, COORDINATE FINISH WITH ARCHITECT, PROVIDE STRUCTURAL BACKING AS REQUIRED P1E 24" LED PENDANT WHITE ACRYLIC 277 LED LED, 4000K PENDANT 12' TO BOTTOM OF FIXTURE VISA; SUBMIT BEFORE BID CP3980; SUBMIT STEM MOUNTING, 0-10V DIMMING, 12,200 LUMEN PACKAGE, COORDINATE FINISH WITH ARCHITECT, PROVIDE STRUCTURAL BACKING AS REQUIRED, INTEGRAL EMERGENCY BATTERY PACK P2 4" SURFACE CYLINDER NONE 277 LED LED, 4100K SURFACE CEILING OR STRUCTURE GOTHAM; JUNO; PRESCOLITE ICO-CYL; EQUAL 2,000 LUMENS, 4" APERTURE, CLEAR TRIM, SEMI-SPECULAR FINISH, NO LENS, 45 DEGREE BEAM ANGLE P3 3'X8" CYLINDER ACRYLIC 277 LED LED, 4000K PENDANT AS NOTED VISA; SUBMIT BEFORE BID CP5412; SUBMIT AIRCRAFT CABLE SUSPENSION (ADJUSTABLE), NO DOWNLIGHT, POWERED VIA FIXTURE TYPE ER R1 EXTERIOR UP/DOWN CYLINDER TEMPERED GLASS 277 LED LED, 4000K WALL 12' AFF VISA; SUBMIT BEFORE BID OW2208; SUBMIT UP AND DOWN LIGHT, 2,000 LUMENS, COORDINATE FINISH WITH ARCHITECT R2 EXTERIOR CYLINDER WHITE ACRYLIC 277 LED LED, 4000K WALL COORDINATE WITH ARCHITECT VISA; SUBMIT BEFORE BID OW1312; SUBMIT 1,800 LUMENS, COORDINATE FINISH WITH ARCHITECT, POWERED VIA REMOTE POWER SUPPLY TYPE ER R3 EXTERIOR WALL SCONCE ACRYLIC 277 10-LED LED, 4000K WALL 2' ABOVE DOOR LITHONIA; SUBMIT BEFORE BID MRW-LED; SUBMIT ONE LED ENGINE, TYPE 2 DISTRIBUTION, INTEGRAL EMERGENCY BATTERY PACK, COORDINATE COLOR WITH ARCHITECT S POLE MOUNT LIGHT TEMPERED GLASS 277 63-LED LED, 4000K CONCRETE BASE - SEE DETAIL 20' POLE LITHONIS; LSI; GARDCO MR1-LED; XENM3; CR20L TYPE 3 DISTRIBUTION, COORDINATE FINISH WITH ARCHITECT, 530mA DRIVER, 4"X20' ROUND NON-TAPERED STEEL POLE, FINISH TO MATCH FIXTURE, VIBRATION DAMPERS, FULL BASE COVER, HANDHOLE T TRACK - 120 5-18W LED, 4000K SURFACE COORDINATE WITH ARCHITECT JUNO; SUBMIT BEFORE BID T; SUBMIT T SERIES LINE VOLTAGE TRACK. PROVIDE T252L HEADS PER TRACK, SPOT AND NARROW FLOOD. PROVIDE ALL ACCESSORIES AS REQUIRED. COORDINATE FINISH WITH ARCHITECT. WE WALL BRACKET ACRYLIC 277 1-F25W T8, 4100K WALL COORDINATE VISA; SUBMIT BEFORE BID CB5520; SUBMIT UP & DOWN LIGHT, COORDINATE FINISH WITH ARCHITECT, INTEGRAL EMERGENCY BATTERY PACK X1 SINGLE FACE LED EXIT N/A 277 LED LED UNIV. WALL OR CEILING LITHONIA; SURELITE; FAILSAFE EDG; EQUAL SINGLE-FACE LED EDGE-LIT EXIT LIGHT, BRUSHED ALUMINUM HOUSING, RED FACE ON CLEAR BACKGROUND, CHEVRONS AS INDICATED ON PLANS, UNIVERSAL MOUNTING, Ni-Cad BATTERY WITH SELF DIAGNOSTICS X2 DOUBLE FACE LED EXIT N/A 277 LED LED UNIV. WALL OR CEILING LITHONIA; SURELITE; FAILSAFE EDG; EQUAL DOUBLE-FACE LED EDGE-LIT EXIT LIGHT, BRUSHED ALUMINUM HOUSING, RED FACE ON MIRROR BACKGROUND, CHEVRONS AS INDICATED ON PLANS, UNIVERSAL MOUNTING, Ni-Cad BATTERY WITH SELF DIAGNOSTICS XB SINGLE FACE ALUMINUM EXIT N/A 277 LED LED UNIV. WALL OR CEILING LITHONIA; SURELITE; FAILSAFE LE; EQUAL SINGLE-FACE LED BLACK THERMOPLASTIC EXIT LIGHT, ALUMINUM HOUSING, RED FACE, CHEVRONS AS INDICATED ON PLANS, UNIVERSAL MOUNTING, Ni-Cad BATTERY WITH SELF DIAGNOSTICS STARTER DISCONNECT SCHEDULE UNIT TYPE UNIT NUMBER KW MOTOR VOLTAGE PHASES STARTER TYPE STARTER NEMA SIZE STARTER ENCLOSURE TYPE STARTER KEY FEATURES CONTROL DISCONNECT SWITCH SIZE DISCONNECT FUSE SIZE COMMENTS HP MCA AD 1 6 0.5 hp 208 V 1 INTEGRAL - - - INTEGRAL T-STAT LOCKABLE BREAKER - CP 1 0.2 hp 120 V 1 MTS - - - A-STAT (BY MC) MTS - MOTOR THERMAL SWITCH. CU 1 61.1 A 480 V 3 INTEGRAL - - - MC BY MC PER NAMEPLATE DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE FUSES, SIZED PER EQUIPMENT NAMEPLATE. COORDINATE WITH MC. CU 2 61.1 A 480 V 3 INTEGRAL - - - MC BY MC PER NAMEPLATE DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE FUSES, SIZED PER EQUIPMENT NAMEPLATE. COORDINATE WITH MC. CU 3 61.1 A 480 V 3 INTEGRAL - - - MC BY MC PER NAMEPLATE DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE FUSES, SIZED PER EQUIPMENT NAMEPLATE. COORDINATE WITH MC. EF 1 0.2 hp 120 V 1 MTS - - - T-STAT (BY MC) MTS - MOTOR THERMAL SWITCH. LINE VOLTAGE T-STAT PROVIDED BY MC, INSTALLED BY EC. COORDINATE. ELEVATOR - 15.0 hp 25.0 A 480 V 3 PUSHBUTT ON - - - ELEVATOR CONTROL PANEL 60A/3P/F/NEMA 1 PER NAMEPLATE PROVIDE AUXILARY CONTACT (CONTROL VOLTAGE) TO INTERFACE WITH ELEVATOR EMERGENCY LOWERING DEVICE SUCH THAT WHEN THE DISCONNECT IS TURNED OFF, THE EMERGENCY DEVICE IS DEACTIVATED. COORDINATE EXACT AUXILIARY CONTACT REQUIREMENTS WITH EQUIPMENT AND ELEVATOR CONTRACTOR. EWH 1 10 48.0 A 208 V 1 - - - - INTEGRAL 60A/2P/NF/NEM A 1 - FC 1 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 2 0.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 3 0.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 4 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 5 2.3 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 6 0.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 7 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 8 0.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 9 0.6 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 10 0.6 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 11 2.3 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 12 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 13 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 14 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 15 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 16 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 17 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 18A 2.3 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 18B 2.3 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 19 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 20 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 21 3.4 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 22 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 23 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 24 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 25 1.5 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 26 1.8 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 27 1.8 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 28 2.3 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 29 0.6 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 30 0.6 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 31 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 32A 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 32B 2.9 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 33 0.6 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. FC 34 2.3 A 208 V 1 INTEGRAL - - - T-STAT (BY MC) SEE COMMENTS - DISCONNECT PROVIDED WITH UNIT BY MECHANICAL. EC SHALL PROVIDE INTERCONNECTIONS AS REQUIRED. H 1 7.6 37.0 A 208 V 1 INTEGRAL - - - H-STAT (BY MC) 60A/2P/F/NEMA 1 PER NAMEPLATE RTU 1 0.0 hp 19.0 A 480 V 3 INTEGRAL - - - MC VFD (BY MC) - VFD WITH DISCONNECT PROVIDED BY MECHANICAL CONTRACTOR WITH UNIT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INTERCONNECTIONS BETWEEN VFD AND EQUIPMENT AS REQUIRED. COORDINATE WITH MECHANICAL CONTRACTOR. SERVICE - 0.0 hp 600.0 A 480 V 3 - - - - - 600A/3P/F/NEM A 3R 600A SERVICE ENTRANCE RATED. COMMENTS: 1 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL TRIM TYPES (FLANGE KITS, ETC.). COORDINATE WITH REFLECTED CEILING PLAN. 2 ALL BALLASTS FOR LINEAR FLUORESCENT FIXTURES SHALL BE ELECTRONIC, <10% THD, NORMAL BALLAST FACTOR (0.88 TO 1.01), PROGRAM START. 3 ALL LINEAR FLUORESCENT LAMPS AND BALLASTS SHALL BE LISTED BY CEE (http://www.cee1.org/com/com-lt/lamps-ballasts.xls). 4 ONLY MANUFACTURERS LISTED ABOVE ARE APPROVED FOR BIDDING; OTHER MANUFACTURERS MUST SUBMIT FOR PRIOR APPROVAL A MINIMUM OF 10 DAYS BEFORE BID DATE. 5 COORDINATE ELEVATION OF ALL WALL MOUNT FIXTURES WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH-IN. e l e e n i r E ( E a n l g n i o E N D I c i r t E ) l a M I N G A. e f o r P D D O Y W Date O 14137 s s c W T R